Home

ADAPT-Builder 2012 Getting Started Guide

1. AAA A CCAA AA JUDO F AA OARRAK As L AN N Sh A AAA AO AA a i a _ aw o a E EN EA ee Saree aes oe oe AF EFS MR MY ST SS SST Aa A r TY of ao wr on Por 1 a 1 a w a a le ve E AA A A Foa jm YA gt a ZO ARISTAS IN FIS ATA ELO AF UI E e E F a WWF TA 3 A WM y y SS A a E r Pio o TE h a L Tik a IL r Mi I tt M IN a I a Z E k a TL a i ur Ti E i a 7 TE A 0 O r Sr Eo oT 2 A ae ao nt a YO A 1444 RS AN ee AAA A a E i om a i gt a IA A SS YAOI AAA a z SS AA A mm Fie i i Fr lt a O ae AOF Fe A OA A EIN E G h T TA TAN A FX AAA ISA Ti ALO aa c a A AS ee Tsar a A S i AN Son EA AA b a RA ATAN A a AA OO A T AA AAA AAA CO GA AO AR AR ARAS AA CU gt gt ES a i en 5 E ay i ie s EE AR A MAW W a venei E REACTS Fai SAA ME aa KJ TITS ch a a v ma AAA A A a ia AA A A 5 A Ai ani E ES A ae FIGURE 5 18 3D Graphical Representation of Patch Area Loads 6 Material Soil Support Criteria and Loadings B2012_GSG_02202012 Index 84 Patch Load e General Loads Location Properties y 34 Label Patch Load 34 Group Group 1 a we Downward load positive Moment signs follow global
2. Structural Concrete Software ADAPT Builder 2012 Getting Started Guide TE sd ADAPT EDGE ADAPT ADAPT MAT Floor Pro Update February 2013 Copyright O ADAPT Corporation all rights reserved l ADAPT Builder 2012 Getting Started Guide TABLE OF CONTENTS Overview OL ADAP I Burlder Plato hensetade 9 Eel ADAPT Builder 2012 rar ca iaa 9 LEI ARON Ta OC CTC di aa 10 LLZ ADAPTEdSe NeW Pe ature sd ais 10 LES ADAPT FIOO PO cee Cece NA 10 TA ADALPEDMA TD a A eae Ee ES re ee ener ee 10 LES ADAPES Osa il 10 116 Dynamic Rebar Destoner ORD aa a is 10 Mele Post tensionime Shop DriWIDS s tai 11 LLS Stip Modelins Se PTRO EXPOR 0 ce ctecter E E s 1 1 1 9 Other Options on Initial Serenata 11 1 2 ADAP Model Nami Cre a a a A a O ESA EEDEN 11 12 41 Mose Function and Operation tail ii 13 1 2 2 Transform to Structural Components Toolbar oooccccccccconnncnnnnnncnonnnonons 13 2 Selecion Tool Ad en 14 1 2 4 Camera and Viewports Toolbar ocoooooonncnnnononnnononnnnnnnnnnnnonnnnnnnnnnnnnnnnnanoos 18 2 SeN STOO Da cada di 19 EQ A A A A A entation etch teu eee aan 19 12 Model Desien Strips TOO DI E 20 2 Models Toolbar 21 1 2 9 Support Line Results Scale Toolbar cccccccccoonoccccnonnnonononcncnonononononinoss 24 1 2 10 Renforcement Tolar ada as 25 1 2 11 Tondon olaa is O 26 1212 Cursor Function and Operation cccccccnccnnccncnnnnnnnonononnnnnnnnnnnnnnanannnnnononananoss 29 1 2 13 Story
3. C Imported Bitmaps C Imported Text Delete User Report Uncheck all Move up Mowe down pao J J ceea FIGURE 7 39 Compiled Report Generator with selected reports The FILE menu in the top left corner of the Report Generation Manager screen includes options to generate and print reports including all reports or selected reports See FIGURE 7 40 This menu also includes options for importing bitmap and text files that have been saved in other modules of the program and the user wishes to add to the compiled report Descriptions related to the specific sections available for a compiled report are discussed in the ADAPT Floor Pro 2012 User Manual B2012_GSG_02202012 9 Produce and Review Design Results Index 178 Generate Compiled Report Print Selected Graphical Report Print All Graphical Reports Print Preview Selected Graphical Report Print Preview All Graphical Reports Font Setup for User Text View Report Import Bitmap Import Text File FIGURE 7 40 Print Options for Compiled Reports B2012_GSG_02202012 9 Produce and Review Design Results Index 179 ADAPT MAT WORKFLOW WITH ADAPT EDGE The previous chapter described the workflow of designing an elevated level from a multistory model utilizing ADAPT Floor Pro In that example we assumed infinitely rigid supports at the base of columns and walls at the base level This chapter will focus on using ADAPT MAT to explore workflows associated with the analysis
4. 2 Structural Geometry 0 Material and Design Criteria 0 Skip Pattem Applied Loads 0 Punching Shear Reinforcement C Graphical Wall Reactions Mesh Rebar Screenshots imported Bitmaps O Imported Text Delete User Reput Uncheck all Move up Move down Hep oK Cancel FIGURE 7 38 Compiled Report Generator with expanded sections B2012_GSG_02202012 9 Produce and Review Design Results Index 177 When the user selects report sections the selections will be shown in the box at the right hand side See FIGURE 7 39 Below the window the options Move Up and Move Down allow the user to rearrange the sections in the report if desired The user can also make the selection to Delete User Report or Uncheck all e Cover V Content List E 4 Tabular l e Structural Geometry oo e Material and Design Entera l Skip Pattern areh om Enea y la aki Material and Design Criteria e Load Cases and Combinations Skip Patter T e Design Section Data e Applied Loads Design Section Moment Capacities T Punching Shear Reinforcement T e Quantity and Cost Applied Loads T 4 Punching Shear Design reads ro Ae Punching Shear Reinforcement Tendon Plan iG E e Graphical Suppoldl Lives X daection G Structural Plan E e Design Plans Column Reactions Wall Reactions Mesh Meet a u M Rebar Reba G Screenshots Column Reactions G
5. B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 90 Load Cases Update existing load case 7 Load Generation IA Create new load case Seismic mass vibration _1 1 00 x Selfweight Edit FIGURE 5 25 Seismic Load Wizard User Defined Input Range Level 10 Base Reference Plane Height Ft Width FA Level 10 116 50 52 50 31 50 0 00 Level 104 50 92 50 cCeleylated User defined Apply To Load Case dose FIGURE 5 26 Story Force Input B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 91 This is the output file of ADAPT ANALYZER 132 column text file All units in N mm All real numbers are given in scientific notation to differenciate them from integer numbers Real numbers are defined with 6 significant digits mantissa plus the sign field DATA ID_OF_THIS_FILE c Users Spencer Desktop REVIT Ingetration Builder 2012 GSG Model_1_10CHange Databases SEISMIC_EQx NAME OF THIS FILE 01 24 13 DATE OF THIS FILE GENERATION 14 06 TIME OF THIS FILE GENERATION BUILDER NAME OF PROGRAM THAT GENERATED THIS FILE 2012 VERSION OF PROGRAM THAT GENERATED THIS FILE END_DATA ID_OF_THIS_FILE DATA UNIT_DIRECTORY 13 SEISMIC_DATA_PARAMETERS 13002 SEISMIC_DATA_FLOOR 13003 SEISMIC_DATA_NODAL END_DATA UNIT_DIRECTORY DATA SEISMIC_DAT
6. fti Lasso Selection This tool allows you to draw an arbitrary polygon around a series of entities When the lasso is closed all entities located within or along the lasso perimeter are selected To use this tool do the following e Click on the Lasso Selection tool SH e Draw segments of the polygon around the entities to be selected e Press C to close the lasso The entities inside the lasso are selected automatically ks Path Selection With this tool you can select entities by drawing a polyline through them To use this tool do the following e Click on the Path Selection tool Ri e Draw polyline through the entities to be selected e Press C to end the line The entities through which the line passes will be selected automatically Select by Layer This tool enables you to select all the entities on a specific layer of the drawing To use the tool do the following e Click on the Select by Layer tool The dialog box shown in FIGURE 1 6 will open e Select a layer from the list If more than one layer is to be selected hold down the Ctrl key while selecting from the list e Choose the selection type from the check boxes at the bottom of the dialog box and press OK The items on the layers chosen from the list will be selected or removed from selection depending on the option chosen B2012_GSG_02202012 Overview Index 16 Select Layers Label OPI CY Line Style Cancel TEMPLATE DO NOT REMOVE
7. 1 2 7 Model Design Strips Toolbar This toolbar provides tools pertaining to the use and display of design strips Model Desi KR GE Xe FIGURE 1 11 Model Design Strips Toolbar EE Generate Design Strips This button is used to create the design strips automatically It concludes by generating as many design strips as support lines created by you taking into account the splitters that you may have used in order B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 21 to impose your preferences The definition of support lines and splitters will be covered in Section 7 1 Discard Strips Modeled This tool erases the data of the last automatically generated design strip calculations but retains all the information that you entered manually such as support lines and splitters This tool is generally used when you decide to modify design strips calculated by the program amp Display Strip X ill Display Strip Y 1 2 8 Modeling Toolbar The first three tools of this toolbar deal specifically with the creation of design strips The remainder helps you to improve or correct your work Modeling Toolbar Ed xv FO FIGURE 1 12 Modeling Toolbar Support Line Use this tool to create a new support line manually In most instances the second tool Support Line Wizard will be simpler and faster to use Generally it is recommended to use the Support Line Wizard and edit the support
8. Analyze Structure The entire set of load combinations will be analyzed In the Compression spring soil support options section select Analyze structure with compression springs After the analysis is complete select OK Due to the iterative nature of this process it is not uncommon for this analysis to take longer time to complete than those where soil springs are replaced with fixed supports e Go to FEM View Analysis Results ADViewer will open The default Load Case Combination will be set to Service Total Load e Select the Groups Planes for Display results tab and select Base to isolate view to only that level Select the Refresh tool to update the graphical display e Goto the Results tab and select Deformation Z translation Turn on the Display ov Results tool __ FIGURE 8 5 shows the deformation at Base Level e From the Results tab select Soil Pressure FIGURE 8 6 shows the soil pressure at the base level in a warped view Additional results can be viewed in a similar manner to what was described in Chapter 6 Exit out of ADViewer e The design of the mat foundation Base Level is carried out with the same approach as an elevated level as discussed in Chapter 7 Support lines strips and design sections are generated and designed Code checks and reinforcement requirements are calculated and reported using the same program functionalities as described earlier in this guide B2012_GSG_02202012 9 Produce and Review Desi
9. Organize New folder jz ow 17 Le REVIT Ingetration Builder 2012 GSG wl Name Date modified Type Size Mo items match your search 2 Hide Folders FIGURE 3 4 ADAPT data exchange file save as dialogue window 3 2 IMPORT THE ADAPT EXCHANGE FILE INTO ADAPT BUILDER e Open ADAPT Builder 2012 Ensure that the Revit check mark is checked in the Import Export section and set the units to American in System of Units FIGURE 3 5 Builder 2012 Structural Concrete Design Suite Modeler Integrated Structural Analysis amp Design for Concrete Buildings Building Stability Analysis Edge s 4 y Floor Pro i Tf Component 2 Forces MAT Systems SOG Dynamic Rebar Design DRD Bei Foundation Systems Post tensioning Shop Drawing Strip modeling amp PT RC Export System of Units Design Scope import amp Export RC amp PT y IN Beene AT AT Y O Y MANS Hep f cae ok FIGURE 3 5 Builder Platform Module Selection i B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 47 Note In the Builder Platform Module Selection screen Edge is selected while Floor Pro MAT and SOG have been deselected ADAPT SOG is outside the scope of this Guide Detailed descriptions of functionality theory and a written tutorial are found in the ADAPT SOG 2010 User Manual Descriptions of workflows including integrated usage of Edge with Floor Pro and MAT are included in Sec
10. 53 4 GENERATION OF 3D STRUCTURAL MODEL USING OF ADAPT BUILDER MODELING TOOLS 4 1 In the previous chapters we learned how to import a Revit model and convert this into an ADAPT Builder model represented by physical object oriented 3D components as well as transforming a 2D CAD DWG DXF file into a 3D ADAPT model While this may lead to the most efficient and expedient method for generating your structural model the user will typically find that some revisions or modifications must be made to the model which require the use of the modeling tools included within ADAPT Builder The use and functionality of the tools that will be described in this chapter also apply to the scenario where a model would be created entirely within the Builder interface without use of a Revit model or CAD drawing Not all of the modeling tools associated with the software will be used and or described in this chapter It is strongly encouraged for the user to familiarize themselves with the entire set of modeling tools associated with the software Several of these tools are described in Chapter 1 of this document The user can also consult the ADAPT Modeler 2012 User Manual as a separate reference In this exercise you will learn how to model or modify various structural components in the existing 7 story structure These include Adding multiple levels to the existing structure Modeling tendons Copying and assigning columns walls beams and slabs to new
11. FIGURE 6 10 VTbratron Results TAD vs ccnctceacdeaeraswswucsancanndectiaeaidaneaiancncend AER 108 FIGURE 6 11 Components and Entities Tab ooocccnccnnnnnnanicnnnccnnnonacanenennnnnannncnnonaninonananans 109 FIGURE 6 12 Groups Planes for Display Tab cccccccccnnnnnonoooncnncnononnnnnnnononononnnnnrncnnnononos 110 FIGURE 6 13 Z Translation under Self Weight ococcoooooooooooncccncnononononononononananannnncnnnnnnnnnos 111 FIGURE 6 14 Z Translation 3D View ccccccccenesseeeeeeccsceeseeceeececcnacsssesececescncseaeeees 111 FIGURE 6 15 Z Translation for Selfweight Level 4 o oooooononnnonnonoooconnnnnnnonnononononononononos 112 FIGURE 6 16 Z Translation Warped View for Level 4 c o ooononnnnccncnononoocncnnnnnncnnnnnos 113 FIGURE 6 17 Z Translation for Frame Elements Beams and Columns cccee 113 FIGURE 6 18 Global Deformatin for Selfweight oooonnnnnnnccncnnnncnononnonononanocnnnnnnnnnononoos 114 FIGURE 6 19 X Translation for Frame Elements Columns ooooooccncnnncncnononocnnnnnnonononinos 115 FIGURE 6 20 Y Translation for Frame Elements Columns ocooooccnnnnnnncnononcnnnnnnnnnnnnnonos 116 FIGURE 6 21 Global Deformation Tor Seismic sesscirriac sas 117 FIGURE 6 22 Column Axial Forces for SelsmicY cccccccssssseeecececeaeeeseececeseseasseeecees 118 FIGURE 6 23 Column Moments for Seismic Y Level 4 ooccccccnnoonnnccnnnnnon
12. Generate sparse mesh C Generate uniform mesh FIGURE 7 24 RC Only Analysis Design Options Column Strip Middle Strip The steps below outline the steps for designing the design sections The design includes a comprehensive interpretation of applicable serviceability checks related to code allowable limitation as defined by the user i e stress precompression deflection etc and ultimate demand strength requirements The program generates required reinforcement to satisfy all conditions e In this example we are obtaining design results for Level 4 only These results are taken from actions relative to the full structure analysis Ensure that the model is in navigate to Level 4 and switch the model to a Top View i e Use the Select Set View Items tool do to turn off on the display of the X direction support lines These can be checked in the boxes related to Structural Components tab Single level mode e Go to FEM Design the design sections Note that this operation may take several minutes depending on the number of sections being designed and the size of mesh B2012_GSG_02202012 9 Produce and Review Design Results Index 165 After the design is completed the program will prompt the user to save the design Select OK 74 RESULTS FOR SUPPORT LINES Upon completion of the design the sections in view will turn green or magenta in color The green color signifies that the design section is adequate OK for t
13. Generation of Support Lines and Use of Splitters Index 140 180 40 PUNCHING SHEAR STRESS CHECK RESULTS Load Combnatian Enp cih Dead and Live pp shear mamani moment cs _ Il le a O E aes se O aaa Column 280 Edge as 132 883 218074 02 0172 0s 0282 137 eoumo hierar w f sree too 2222 oaia ates S oar 0 387 ae EE EE Com dar oere ss f tson 3603 1 Com note 4 ooge es 41 colma 292 intere re 27122 112818 0300 ome osre 0212 176 cou 202 weer as aur sas ose om os e pr iamas miea e esa aan o om os Tome ie Eeim a3 arar as tae are nieve aro ojos ja tar EEN O EI CS e Oaa O CE ET Sumae merar ts tere east zu 35 comas mesor es 220 107237 os iso 158 a3 METE a AE AT 518 0 099 oimn 256 Edge us 123 560 13 287 0 010 coum 251 nes pe fea ar asar reese tae oa Colam 291 henr ss 637 3 MEEA E 0a esuma mer e es pas ar ramo eee oao MEE ar ei EEEE ETE te a AAA 180 90 SCHEDULE OF STUD RAILS FOR PUNCHING SHEAR REINFORCEMENT Load Combination teii and Live Mumber of ate Bes per side Column ID amet oper MRE CI fos O TC E E 200 AE iE 775 te ee are E aT OO ND SO IONE TEL CS 00 7 er ee a NFO ANCES iz 00015 75 yng 00 toon 28 025 281 EA E E A O REMITA A 10 22 25 11 25 25 12 28 50 037 Distance 150 300 475 625 950 1250 mis 75 Fray oo ize 28
14. Lof 14 combinations selected Location 7 Anis Top Bottom Local Global Display i Fr I Mine N Fs W Mss Y Fz Y Mazz AN None ALE Tm MT orespording o cms FIGURE 6 41 Column Reaction Settings B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 136 eexee c4xg4 or ex Hr r Ls Fr 35 74 Fr 18 Fr 4 34 Fri 12510 Fs 318 Fs 96 49 Fs 128 88 Fsj 10 08 Fz 1654 31 Fz 7845 87 Fz 9888 72 F24372285 Mee 0 00 Mrr 0 00 Mr r 0 00 Mr d 0 00 Mss 0 00 Mss 0 00 Mss 0 00 s4 0 00 Mzz 0 00 Mzz 0 00 Mzz 0 00 0 00 o CE e Frz49 64 Fr 5 90 F 3267 61 Fs 50 67 Fz 22033 18 Fz 19809 81 Mrr 0 00 Mr r 0 00 Mss 0 00 Mss 0 00 7z 0 00 Mzz 0 00 40x22 40x 22 r Y Fr 332 47 Fr 17480 Fs 35 04 Fs 2 74 Fz 26536 82 Fz 38815 70 1 Mrr 0 00 Mr r 0 00 i Mss 0 00 Mss 0 00 Mzz 0 00 Mzz 0 00 ee Cex r r Pr 77 54 Fr 0 91 7 Fs 48 77 Fs 65 64 a Pz 21105 17 Fz 20821 23 Mrr 0 00 Mrr 0 00 Mss 0 00 Mes 0 00 Mzz 0 00 Mzz 0 00 Fr 82 93 Fr 8 15 Fr 75 98 Fs 61 49 s 89 86 Fs 1011 Fz 4 142 80 Fz 7 309 70 Fz 2707 68 Mrr 0 00 Mr r 0 00 Mr r 0 00 Mss 0 00 Mss 0 00 Mss 0 00 Mzz 0 00 Mzz 0 00 Mz z 0 00 FIGURE 6 42 Column Reactions at Level 1 6 3 5 Tabular Reports for Analysis Results Tabular reports can be generated from Reports Single Default Reports Tabular Tabular reporting options are inclu
15. The interface for the loading wizard is shown in FIGURE 5 21 VINO el Wiizare eni foe y r yarr i Load Wizard General Parameters p Wind Forces Exposure Height Primary direction Orthogonal direction Load Generation asce 7 10 Top Level Level 10 Primary wind direction 0 degrees Ground Level Base mi Include orthogonal direction V Reference Plane Exposure Width ft Force Windward K Force Leewe Level 10 52 5 4 904 3 082 E Level 9 58 0 10 647 6 810 F Level 8 58 0 10 376 6 810 Level 7 58 0 9 456 6 384 Wind Pressure Parameters Level 6 58 0 8 961 6 243 level 5 SAN R AAI A742 Topographic factor kzt Exposure C z 4 it k m Y y 4 i 0 8 Directionality factor kd o 85 Windward coefficient Cp olaa 1 Viner dll Basic wind speed 90 mph Leeward coefficient Cp 0 5 I Indude torsional moment Gust factor 0 85 Eccentricity el 0 m Wind Pressure Eccentricity 2 0 Height ft Windward psf Leeward psf dcas 7 116 5 15 682 9 801 rt 104 5 15 327 9 801 Update existing load case wind_PO md es iaa 7 Create new load case Wind Leeward Pressu psf 70 0 14 087 9 801 Wind PO 58 5 13 565 9 801 Wind MO 48 0 13 012 9 801 Wind PSO 36 0 12 247 9 801 Wind mep 24 0 11 245 9 801 gt E m Cance FIGURE 5 21 Wind Load Wizard B2012_GSG_02202012 6 Material Soil Support Criter
16. in the XY plane and this icon is selected De select this to flip the curves into the Z plane This option is generally used when viewing results in a 3D view 23 Numerical Display Select this button to display the numerical result values for each design section along the support lines B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 25 y Display Min Max Values Select this button to only display the minimum and maximum result values along the support lines Result Display Settings Select this button to open the Result Display Settings window to select the desired results to be displayed and to show general adequacy status for serviceability limits Result Display Settings Service otal Load Select results to display Status f Action Bending Moment e Maximum allowable LA 360 e Maximum allowable drift 0 5 e y Jr Tensile stress positive e Minimum allowable 50 psi m Maximum allowable i an oe Include Columns local axis r r Beams Walls local axis r r Diagram Results Appearance Font Height Boo in Line color Line thickness i Cancel Apply FIGURE 1 16 Result Display Settings Display Punching Shear Design Outcome Once you have executed the punching shear design FEM Punching Shear Check the results can be reviewed in the model by clicking on this button The design outcome and stress ratios for columns and wall
17. nations or use t the user can enter search words 1 e Service to select certain comb Select All and Select None options 8 Generation of Support Lines and Use of Splitters B2012_GSG_02202012 Index 102 Raha pa Select load combinations for analysis Service Total Load 1 00 x Selfweight 1 00 x Dead load 1 00 x Live load 1 00 x Prestressing SERV Service Sustained Load 1 00 x Selfweight 1 00 x Dead load 0 30 x Live load 1 00 x Prestressing Strength Dead and Live 1 20 x Selfweight 1 20 x Dead load 1 60 x Live load 1 00 x Hyperstatic 5 Strength Dead Load Only 1 40 x Selfweight 1 40 x Dead load 1 00 x Hyperstatic STRENGTH Initial 1 00 x Selfweight 1 15 x Prestressing INITIAL Windx 1 00 x Wind _PO STRENGTH WindY 1 00 x Wind_P90 STRENGTH Wind MX 1 00 x Wind _MO STRENGTH Wind MY 1 00 x Wind_M90 STRENGTH seismicx 1 00 x EQX STRENGTH seismic 1 00 x EQ STRENGTH Sustained Load 1 00 x Selfweight 1 00 x Dead load 0 30 x Live load 1 00 x Prestressing CRACKE Long Term 3 00 x Sustained Load LONG TERM DEFLECTION 4 M H Select Combinations Select All Select None Warn me if any load case will be ignored in analysis 13 of 13 combinations selected Include loads From building solution Compression spring soil support options f Substitute compression springs with fixed supports ie Analyze structure with compression sp
18. oe afirme so 037 Distance 150 300 475 625 aso 1250 D Time frente oo ron 25 emesas Y A ee e PL 79 50 6 11 00 912 50 1015 75 1119 00 12722 35 ee 13125 25 14 28 50 asias 7 E i i E a l 12951 FIGURE 6 45 Punching Shear Check Tabular Reports partial B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 141 6 3 7 Manual Design Sections When ADAPT Edge is used independent of design programs ADAPT Floor Pro and ADAPT MAT the generation of support lines design strips and design sections for the purpose of carrying out a comprehensive design is not possible However within Edge the user can generate manual design cuts at any location of a slab to obtain serviceability checks and design results reinforcement specific to the design section Earlier in this chapter we described the process of exporting a design cut to the main graphical interface of the program from the ADViewer Design cuts exported by this method are treated similarly to manual design sections that are drawn directly within the main Builder interface Manual sections can be generated in Single level mode Follow the steps below to create multiple sections at Level 1 nail e Using the Story Manager Toolbar switch the model mode to Single level and switch the model to a Top View i e Using the Active level up and down tools er E navigate to Level 1 e Goto FEM gt Create Design
19. to bring up the load combination screen go to Loading Load Combination FEM e From the Load cases menu on the right select Wind_PO e In the Combination parts menu select Update and Delete the remaining cases included in the current combination so only Wind_PO remains See FIGURE 5 32 The load factor default is 1 e For the Label option write in WindX and set the Analysis design option input to Strength e Select Save and the new combination will be added to the load combination list See FIGURE 5 31 e Repeat the steps to include the additional load combinations through SW B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 98 e To include the Cracked Deflection and Long term combinations click Add Long Term Deflection Template The image Creep and Shrinkage Factor input window as shown in FIGURE 5 33 will appear Leave the default value set to 2 and select OK 4 W Delete Update Add Creep and Shrinkage factor 2 x FIGURE 5 33 Creep and Shrinkage Factor Input e When the Add Long Term Deflection Template is used the program creates the Sustained_Load combination set to Cracked Deflection The Long term deflection is calculated as the instantaneous deflection due to Sustained Load plus the Creep and Shrinkage factor multiplied by that deflection This results in 1 2 3 3 Sustained Load for the Long_Term case Note that while this is used as the default condition the u
20. 1 00 FIGURE 5 24 Vibration Combination Input When the User defined input option is selected the parameters input changes and the user has the option to input a value for Seismic Response Coefficient Cs Base Shear or Story Force See FIGURE 5 25 The input for Cs and Base Shear both utilize the seismic mass input for calculation of the story force When Story Force is selected the table on the right includes the option to input a user defined story force for each level included in the Range as shown in FIGURE 5 26 For any seismic load case defined the user can set the direction degrees relative to the Global X and Y orientation in which which the seismic load will act The eccentricity input as a percentage of the width perpendicular to the direction can be specified as well as the range of story levels to be considered for seismic loads Unlike the application of wind load acting at the surface edge of a slab seismic loading in ADAPT Edge is applied as a set of forces acting at element nodes These forces are determined as a ratio of the element mass associated with the node to the total mass Because of this unique way of seismic loads are calculated in the program a graphical representation of seismic loads cannot be produced Once the analysis of a model has been completed and saved the user does have the option of reviewing a file that includes applicable seismic load case data An example of this file is shown in FIGURE 5 27
21. 5 9 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 76 ZA AS Cu STS Ns age We e gt A A Ke gl ull Fs sn LS 2 edi FIGURE 5 8 3D View of Model with Base Supports Shown B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 77 _Une Suppor Une Spring Point Sping Area Spring Tendon Rebar Beam Gridine Column Drop Cap Panel Wall Slab Region Point Support Patch Load Line Load Point Load Support Line W Fixed in direction Fed about X X 4 Fixed in Y direction Fixed about Y Y le Fixed in Z direction Fixed about Z 7 Group Group 1 he Do mot shift nodes automatically FIGURE 5 9 Manual Modification of Point Supports partial 5 3 SET DESIGN CRITERIA In this section we will review steps to set all remaining design parameters in Criteria Ideally this should be done early in the modeling process because many components of the model will be affected by selections made in this section such as load combinations and tendon CGS defaults e Use menu item Criteria to open the dialog box By default you will be under Design Code tab For this example we will select ACI 20 IBC 2012 FIGURE 5 10 Please note some of the codes will be unavailable for selection as they do not support the American unit system Whos 5 E b enter E One way slab criteria Prefemed Reinforcement Size and Material o shear
22. 6 Material Soil Support Criteria and Loadings Index 72 e With the model active in Full structure mode cf use the option for Select by Type T and select Columns and Walls In the main graphical interface all columns and walls will be shown highlighted red Go to Modify Item Propertie gt and change the Material input as shown in FIGURE 5 2 Changes to material properties to other components can be made in a similar manner If a single component s material is to be changed the user can double click on that component to open its property input window and in the General tab modify the material assigned to that component Modify Item Properties Point Support Patch Load Line Load Point Load A l eet ee ae a a y AS ean it ie HUHH rT j i ore Tami ae Beam Gridine Column DropCap Panel Wal y ial i mn Iw Material CONCRETE Midi Denth sano Concrete 1 3 CONCRETE LA5T IN PLACE End FEM CONCRETE COLUMNS pesada si e 5 Y 12 00 Group Group r z Releases I Do not shift nodes automatically E First end Second end Translation Translation IY Along rt Along rr Rotation Rotation 7 About ss 7 About ss Changes made herein apply to all selected components FIGURE 5 2 Material Modifications for Multiple Components e We have not changed the material for slab regions To confirm this double click on a slab Slab Region dialog box will open Select the
23. 8 C CONTINUOUS 0 G CO CONTINUOUS WES ICON 4 CONTINUOUS New Current_plane_ Slab Region u E CONTINUOUS BM CONTINUOUS CONTINUOUS E CONTINUOUS All Layers On Delete Current_plane_ Support Line Current_plane_Colurmn gt Ls se Current plane Load ss All Layers Off FIGURE 1 6 Select Layers Dialog Window zx Select by Type This button is used to open a dialog box FIGURE 1 7 in which one or more component types can be selected as a group For example all columns or all support lines can be selected at once To use the tool do the following Click on the Select by Type tool The dialog box below will open e Select an entity type from the list If more than one type is to be selected it is not necessary to hold down the Ctrl key while selecting from the list e Choose the selection criteria from the check boxes at the bottom of the dialog box and press OK Entities of the type chosen in the list will be selected or removed from selection depending on the option chosen e A particular beam line cell etc may be selected by its label number For example to select Column 5 using this tool first click Column under keyword and select keyword then enter in the value 5 as shown in FIGURE 1 7 B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import H Select All This tool selects all the entities visible on the screen Select by Type Cancel Connector
24. Building Stability Analysis Edge 7 Floor Pro PPLP T Component ami Forces Floor MAT Systems SOG Dynamic Rebar Design DRD S i Foundation Systems Post tensioning Shop Drawing Strip modeling amp PT RC Export System of Units Design Scope Import amp Export RC amp PT Md Generic RA Revit MA Robot Y STAAD Pro RA ETABS FIGURE 8 1 Builder Platform Module Selection MAT Workflow 1 e Double click on the Soil Support property input window and change the spring type to Compression only The default bulk modulus of 100 pci will be used Note the value entered in Engineering notation so 100 pci is entered as 1 00E 02 e Change the model to Full structure a and then to Front or Left View tool from the View Toolbar E See FIGURE 8 4 Note the mat foundation slab and soil support shown at the Base Level B2012_GSG_02202012 9 Produce and Review Design Results Index 181 FIGURE 8 3 Plan View of Base Level mat foundation B2012_GSG_02202012 9 Produce and Review Design Results Index 182 Level 6 Level 5 Level 4 Level 3 Level 2 Level 1 Base FIGURE 8 4 Side View of Model with mat foundation and soil support e The model is now ready to be re meshed and analyzed incorporating the soil support at the base level With the addition of the mat slab at the base level the model must be meshed again Go to FEM Automatic Mesh Generation POK e Go to FEM
25. Elevation View of the Structure including Levels 8 10 e Note that since Levels 7 10 have similar story heights the vertical components that were copied up have similar offsets to the slab soffit If Levels 8 10 had unique story heights the user should establish component connectivity to update the offsets relative to the new levels This process is described in Section 3 3 It B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings 4 4 Index 63 is imperative that connectivity exist between vertical and horizontal components for a satisfactory analysis and solution of the model e Level 10 will be assigned a thickness of 10 5 inches Select both slabs on Level 10 and use the Modify Item Properties tool gt to change the slab thickness as shown in FIGURE 4 17 Modify Itern Properties Point Support Patch Load Line Load Point Load Support Line Line Support Line Spring Point Spring Area Spring Tendon Rebar Beam Grdlime Column Drop Cap Panel Wal Slab Region Material Vertical offset down positive lf Thickness 10 50 in z 000 in E Group laroup 1 Do not shift nodes automatically FIGURE 4 17 Changing Thickness for Multiple Slab Regions MODIFYING EXISTING SLAB REGIONS AND NESTED SLABS This section will present methods by which existing slabs can be modified in plan area and also how to model slab regions of varying thickness and or geometry within the same
26. Initial Strength and Service conditions For this example these combinations are governed by the ACI 318 2011 and IBC 2012 design codes Loading Load Combination FEM Any number of load combinations can be added to the default list and the default load combinations can be modified Each combination should be set to the proper Analysis Design Option type The list includes options for Strength Total Service Sustained Service Initial Cracked Deflection and No Code Check See FIGURE 5 31 Service S stained En T a0 a To sE 00 a Dead load a 30 Live ats f m X EE Strength Dead and Live 1 20 Selfweight 1 20 x Dead load 1 60 x Live load 1 00 Hyperstatic Strenath D ead Load Only 1 40 s Selfweight 1 40 Dead load 1 00 Ayperstatic E 1 00 Selfweight 1 15 s Prestressing 1 00 4 Wind_PU 1 00 Wind P30 1 00 4 Wind MO 3 Pur 1 y Dead load 1 00 s Live load 1 00 s Prestressina FIGURE 5 31 Load Combinations B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 96 Load combinations defined as Strength under Analysis Design options will be designed for ultimate demand The program will design and report flexural and shear reinforcement which provides enough capacity to satisfy the demand actions The program does not check deflections for load combinations set to Strength when the Hyperstatic Secondary actions load case is included in a Strength combination By default when post t
27. Manager Toolbar new feature oooooonnccncnnnnnccnnonncnnnnononononccnnnnnnnnonos 30 1 2 14 Save As Project Template new feature iia Geetha veeeniielaess 32 1 2 15 Modify Selector TOO Datura tad 32 Generation of 3D Structural Model through DWG Import ooocccncnnncnccnnccncnnnnnnnnninnns 35 21 estira IMP dicten oadcoa 35 2 2 Transformation of Structural Components ooccccccnnccccnnncnnnnnnnonononncnnnnnnononanannnnnnnos 38 Generation of 3D Structural Model through Revit import ooooooocncnnnnnncccnonccnnnnnnnnnnos 44 3 1 Export the ADAPT Exchange File from Autodesk Revit ccccccnnnnnnnnnocccncnnnnos 45 3 2 Import the ADAPT Exchange file into ADAPT Builder 0 eens 46 3 3 Imported material modifications and component connectivity ccccccccncncncnnnnnnnm 50 Generation of 3D Structural Model using of ADAPT Builder Modeling Tools 53 4 1 Manual addition of levels to an existing model ooooonnnnnncnccncnnnnnnnnnnnnononcnnnnnnnos 53 A 2 modelo tendones incas 56 421 Defining Banded Tendons ura iad 56 dz Addon C OMINOUS ld 61 4 3 Copying moving components vertically ooooooonnnnncnnncnnnnnnnnonononononannnnnnnos 61 4 4 modifying existing slab regions and nested slabs cooononnoonooconononcnocnnnnnnnoss 63 4 5 modifying Beam sizes and properties cccseeseseseseseeeeseeeeeeeeseeseeeseeeseeeeseeeseeees 68 4 6 Regeneration of component connectivity ccccccccncnnnnnnnn
28. Mouse Click on a menu item listed to perform the operation described Functions including layout of poly regions or polylines require the Close End Accept option to be selected Alternately the user can select the C key on the keyboard to close the operation If you right click the mouse while the cursor is outside the Main Window a list of all available toolbars appears From this list you can select the toolbars you want to display Double clicking on an entity opens its properties dialog box If more than one item exists in a location in the display screen left click on the area and use the Tab key on your keyboard to toggle between the multiple items in the same area 1 2 2 Transform to Structural Components Toolbar This toolbar contains all tools related to converting 2D DWG or DXF files into 3D structural components Each tool is described below FIGURE 1 4 Transform to Structural Component Toolbar Once you import a DWG or DXF drawing your first choice is to transform the items on the imported drawing directly to structural model The items shown on the imported drawing are simply lines graphics The process of conversion is to 1 pick an item on the drawing such as a column and 2 click on the associated structural B2012_GSG_02202012 Overview Index 14 component tool Transform to Column in order to convert it to a structural component 4 Transform Polygon Only items that are in form of a closed poly
29. NOTE After any change is made in a property input window the green check box wf must be clicked to accept and save the changes made though this does not save the model B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 58 Tendon 2 lt fl General Stressing Location Shape System Friction Display FEM Properties 1 a Tendon 2 Group CTS Material Prestressing 1 Area per strand 05 nz Tendon duct height O0 6 in Number of strandis 30 00 FIGURE 4 8 Tendon Properties Input Screen e For this exercise we will use the Effective Force method The Stressing tab gives options for this method and the Calculate Force method where the program will calculate friction seating and long term loss as a function of the tendon properties and curvature In the Stressing tab the effective force per strand is set to 26 7Kips FIGURE 4 9 You may change this value as appropriate for your project Most design projects in the US will be performed using the Effective Force method Calculate Force might be selected when performing a structural investigation or a capacity check Tendon 2 MEE General Stressing Location Shape System Friction Display FEM Properties Post Tensioning Design Option Calculate force e Biiective force Force per stand 25700 kK FIGURE 4 9 Tendon Stressing Method Input Screen e We now want to set the profile of the grouping
30. X ratio related to the span Note the deflections reported in this view are based on un cracked material properties See FIGURE 7 28 Drift Displays the drift ratio for columns and walls at each level Design Criteria Displays the design criteria associated with the design section See FIGURE 7 23 Stress Displays the top and bottom fibers stresses in force per area along the support lines See FIGURE 7 29 and FIGURE 7 30 Where sections are not intersected by tendons the program reports zero as the stress check does not apply to conventionally reinforced concrete Also note in these figures design sections which have turned magenta in color that indicate the stresses at those locations do not comply with specified allowable values B2012_GSG_02202012 9 Produce and Review Design Results Index 168 Precompression Displays the value of precompression force area at design sections along the support line The user can enter a minimum allowable for which the adequacy check is made against See FIGURE 7 31 Where sections are not intersected by tendons the program reports zero as the precompression requirement does not apply to conventionally reinforced concrete Also note design sections which have turned magenta in color that indicate the precompression at those locations do not meet the specified minimum value Balanced loading Displays the percentage of dead load being balanced in each span along a support
31. after adding new levels cccceseseeeeeeseeeeeeeeees 55 FIGURE 4 3 Reference Plane Manager with new names and heights cccceeeeeeeeeeees 55 FIGURE 4 4 Left elevation view showing added levels ooooooncccncnncconoooccnnnnnnnononononos 56 FIGURE 4 5 Lendon Toolbatisiiicr os a nd setsatioetceea 56 FIGURE 4 6 Tendon 1 Modeling LOCAat10ON oooooncnnnnnnnncnnnnncnnnnnnnonononnnnnnnnononnnnnnnnnnnononinanannnos 3I EIGURE 4 7 Tendon L Plan Mia as 57 FIGURE 4 8 Tendon Properties Input creenN oooocccccccnccoocccnnnnnonononcnnnnnnonononancnnnnnnnnnnnnannnnnnnos 58 FIGURE 4 9 Tendon Stressing Method Input Screen oooccccncncncnonccnnnnnononononcnnnnnnnononanonnnnnnns 58 FIGURE 4 10 Tendon Shape System Friction input cccceccccccecececeeeeeseseseeeeeeceeeeeeeeeeeeas 59 FIGURE 4 11 3D View of Single Tendon in Transfer Beam at Level 4 assesses 59 FIGURE 4 12 Plan View of Tendons with CGS values ooooooonnnnncncccnnonnnnnnnnnnnnnnnncncnnncnononos 60 FIGURE 4 13 3D View of Banded Tendons in Transfer Beams at Level 4 60 FIGURE 4 14 Highlighted Components at Level 7 oo cecccccccccccceceeeeeseeseseeeeeeeeeeeeeeneas 62 FIGURE 4 15 Copy and Move Vertical Settings ud ort 62 FIGURE 4 16 Side Elevation View of the Structure including Levels 8 10 62 FIGURE 4 17 Changing Thickness for Multiple Slab Regions cccccccccccnnononononcnncncnn
32. and design of a mat foundation for a multistory structure using soil springs at the base level The intended use of ADAPT MAT is for the design of post tensioned or conventionally reinforced soil supported foundation systems When MAT is opened simultaneously with Edge the analysis of the entire structure and design of the base level can be achieved When MAT is opened independent of Edge analysis and design functions are active only for the base level not the entire structure A description of workflows discussed in this guide associated with ADAPT MAT and Edge is as follows 1 ADAPT Edge and MAT opened in parallel An area soil compression only spring is modeled to support the base level mat foundation of a multistory concrete building The model is analyzed in Full structure considering the soil springs in analysis The design of the base level is completed with respect to the global analysis while in Single level mode at the base level 2 ADAPT Edge and MAT are opened in parallel The soil compression only spring assigned in Case is substituted with infinitely rigid supports in Analysis Options The model is analyzed in Full structure mode Switch to Single level mode apply Program Generated Loads to include column load takedown for gravity and lateral load results from the building analysis to the mat slab In Single level mode the base level is analyzed again now considering the original area soil spring We will demonstrate
33. be pinned such that there exists translational fixity for global X Y and Z directions with free rotational restraint Walls will be considered fixed fixed at the base This is the default condition for all supports Note in FIGURE 5 6 the option checked for Retain user modification and create the rest as below If manual modifications are made to any support within the graphical interface due to this setting the program will retain those modifications and column and wall point or line supports will be generated in the model as defined in this section To manually modify the column supports in the graphical interface follow the steps below e From the original Revit import the structure contained a mat foundation at the base level In full structure 3D view select the base mat and delete this slab e Select Build Supports Create Supports at Far Ends of Walls and Columns e Use the Select Set View Items tool FS and select the Finite Element tab Check the display checkboxes for point and line supports as shown in FIGURE 5 7 In the main graphical interfaced the symbolic representation of each line and point support will be shown at the base level at each column and wall See FIGURE 5 8 e Use the Select by Type tool h and select all Point Supports The point supports at all columns will highlight red e Use the Modify Item Properties tool gt and select the Point Supports tab e Change the settings as shown in FIGURE
34. be performed through from Loading Add Load Seismic Load Wizard The interface for the loading wizard is shown in FIGURE 5 23 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 88 Seismic Load Wizard Load Cases C Load Generation asce 7 10 Range x Direction 0 degrees wl Create new load case e fed Level 10 Eccentricity el 5 Base v Spectral A j 2 2 Distribution Coefficient k 1 104 E Reference Plane Height ft Width ft Eccentricity in Spectral Acceleration 1 0 9 Seismic Response Coefficient Cs e 0 105 Level 10 116 50 52 50 31 50 Level 9 104 50 58 00 34 80 Site Class la bi Level 8 92 50 58 00 34 80 o m Level 7 80 50 58 00 34 80 Response Modification Factor R Level 6 70 00 58 00 34 80 F Level 5 58 50 58 00 34 80 Occupancy Importance factor I Level 4 48 00 105 50 63 30 Level 3 36 00 105 50 63 30 Level 2 24 00 105 50 63 30 Fundamental Period T 9 709 s Appr oximate _v Level 1 12 00 105 50 63 30 Coefikient Ct o2 a os Base 0 00 0 00 0 00 Long period TL 8 Seismic mass Vibration_1 1 00 x Selfweight v Edit e Calculated User defined Apply To Load Case Close FIGURE 5 23 Seismic Load Wizard Screen When defining a seismic load case the user will create a new name for the load case which the program stores as a unique load case that can be included as part of a load combination Once this load case has been created in the mode
35. description of all Criteria inputs can be found in the ADAPT Floor Pro 2012 User Manual Criteria Twr way dah eritera One way sab criteria Preferrec Feinforcement Size anc Materal Shear Desan Options RebarRound Up Bean criteria Analysis Design Options DTe Height Defalis FEMJ Alowable Stresses Design Cede Reinforcement Bar Lengths Rebar Minimum Cover Minimum har engha j Cut off length of minimum steel over support Length Span 0 17 Cut off length of minimum steel in span Lengtty Span MEE Extension of strength reinforcement beyond point of zero moment Topbar 12 00 in Bottom bar 1200 in Barlengih acjuztment and position repartirg Agust ength ard center top bars over suppot Agust engh ard center bottom bars in span Erte position of bars en olan Help FIGURE 5 11 Reinforcement Bar Lengths in Criteria partial IAE slab centena One way slab criteria Pretemed Reinforcement Size and Maternal Shear Design Options Rebar Round Up Beam criteria Analysis Design Options Tendon Height Defaults FEM Allowable Stresses Design Code Reinforcement Bar Lengths Rebar Minimum Cover Top bar Outer layer 125 m Inner layer Program calculates using bar size specified Bottom bar Outer layer 1 25 Y Inner layer Program calculates using bar size speciied FIGURE 5 12 Rebar Minimum Cover Two way slabs partial B2012_GSG_02202012 6 Material Soil Support Cr
36. design sections for the purpose of determining design actions stresses reinforcement etc The user has complete flexibility and control over the location of design strips and density and distribution of design sections The fundamental tools required for generation of design strips are Support Lines and Splitters The ADAPT Floor Pro 2012 User Manual contains a detailed description and purpose of these tools and others required for the generation of design strips The intent of this section is to show how these tools are used specific to this example Features that are new to ADAPT Builder 2012 will be described in more detail 7 1 1 X Direction switch the model to a Top View al Notice that while the program is open in Floor Pro without Edge you are still able to scroll to all levels with the Story Manager Toolbar If the Story Manager Toolbar is toggled to Full structure mode and you select the FEM menu FIGURE 7 2 shows several options that are inactive since Edge is not in use e Ensure that the model is in Single level mode navigate to Level 4 and B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 146 FEM Reports Help Display FEM Toolbars my Automate Mesh Generation e Manual Mesh Generation Clear Mesh Analysis Options Vibration fc Analyze Structure Punching Shear Check Generate Design Sections Automatically Create Design Sections Manually gt f Design the Design Section s el Ge
37. drop down for Material and ensure Concrete Cast in Place is specified as material FIGURE 5 3 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 73 General Location Properties Slab Region 35 CONCRETE CA CONCRETE CAST IN PLACE CONCRETE COLUMNS FIGURE 5 3 Slab Region Properties to Verify Concrete Material e Go to Material Rebar and Prestressing and confirm the settings as shown in FIGURE 5 4 and FIGURE 5 5 For rebar specify yield strength fy value as 60 ksi and Modulus Es value as 29000 ksi For prestressing specify Ultimate Stress fpu value as 270 ksi Yield Stress fpy value as 240 ksi and Modulus Es value as 29000 ksi Mild Steel 1 FIGURE 5 4 Mild Steel Material Input B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 74 FIGURE 5 5 Prestressing Steel Material Input 5 2 ASSIGNING SUPPORT CONDITIONS With ADAPT Edge we now have the ability to easily transition between analysis of an entire structure and an individual level support conditions are set for both modes of operability To modify support conditions select Criteria Analysis Design Options FIGURE 5 6 shows the General Analysis Design Options In the section Support condition at the far ends of walls and columns the program includes entry for Single Level and Multi Level The default support conditions for Single Level analysis is Roller support and rotationally fixed This
38. field blank and select OK The program will generate the hatching patterns as shown in FIGURE 7 16 For the design strips where tributary leaks occur in the openings the tributaries will be manually adjusted Select the tributary region for Support Line 9 The region will be highlighted red and square handles will be shown at each corner or point along the polyline boundary of the design section tributary See FIGURE 7 17 Select the two points located at the left face of the opening and shift these points to the corresponding corners at the right face of the opening This will adjust the tributary so that it terminates at the right face and no section leaks will occur once the sections are regenerated See FIGURE 7 18 Note that various snap tools may be required to be used to select the proper points B2012_GSG_02202012 9 Produce and Review Design Results yD i gt Soo Y Hd 2 Y a aoe Index 160 A Ro e a le n hy AAA I AAA A h Pas i y A A r 3 A qT 5 fie TAHARI o 3 w a is Pr AAA A Ea S her h i Th w A A AAA a AAA AR a i ee a a sy hy r AA 7 Ba AA tao a x 5 a ea e o 6 A i fo a a A FIF E F r j r F F ee we ele et et a z A A r zerra NA o O E a po e s h bl hy k 3 lo i ip Tiei i A hy i J a ka i 7 A F bn FIGURE 7 18 Support Line 9 Modified Tributary at O
39. fl 97 673 11 521 0 00 0 00 0 00 106 580 41 059 17458 298 17228 317 103 431 0 000 0 000 0 000 0 000 15 369 633 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 32127 602 3079 897 1909 851 oOo k k k k k k 96 093 70 363 6384 155 0 000 404 863 8045 951 0 000 0 000 0 000 16140 237 53 390 39 666 0 000 0 000 0 000 0 000 0 000 17950 182 17196169 16962 142 0692 73 108 3371 926 0 00 145 315 101 731 8 198 3029 990 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 M 0 00 ID kabel _ Fx Fy Fz Mx My Mz ae AMENA Ana 107 Miann Donne AN ik k k kt 118 106 56 491 7848 118 9890 518 19811 609 22035 205 A a EE CAE Aor onc 0 000 0 000 0 000 A ANN 0 000 0 000 0 000 A ANAN A AAN FIGURE 6 43 Point Support Reactions Report Partial B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 138 6 3 6 Punching Shear Check The Punching Shear Check be performed after analysis of the full structure or single level The calculations associated with the check are dependent on column reactions hence the design of the design strips does not need to be performed prior to this nai check It is prerequisite that the program be in Single level mode for the punching shear check This can only be car
40. for one instance only at a single location at a time In ADViewer the model should be shown on an individual level where the sections are to be cut Section cuts are analyzed irrespective of the Results setting that is active Any section drawn can be exported to the main graphical user interface for manual section design Manual sections will be discussed later in this chapter e The model should currently be shown in the Slab Actions Only Myy view e Select Groups Planes for Display results tab and select Level 4 Select the Refresh tool to update the graphical display B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 122 Urut 12 001 k FIGURE 6 26 Slab Action Section Cut e Use the Cut Line tool and place a section cut at any location in the slab See FIGURE 6 26 e Select the Show Moment about Cut Line tool a to generate the moment value at the centroid of the cut This is shown in FIGURE 6 27 Similar results can be found for axial and shear forces using these tools YY e To export the section cut to the main graphical user interface use the Export Last Cut Line tool X Other tools related to Cut Lines can be found in ADViewer but are not discussed in this example B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 123 Trut 1e 001 le FIGURE 6 27 Slab Action Section Cut Moment Value 6 3 1 7 Viewing Extreme Fiber Slab Stresses The
41. included in the model B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 97 These cases can be combined and associated with a factor to make up a list of Combination parts Once this list is created the user can create a combination name set the analysis option type and Save the combination Note that the combination name must be unique and cannot be the same as a load case name For this tutorial the program contains the following default load combinations Service Total Load 1 00 x Selfweight 1 00 x Dead load 1 00 x Live load Service Sustained Load 1 00 x Selfweight 1 00 x Dead load 0 30 x Live load Strength Dead and Live 1 20 x Selfweight 1 20 x Dead load 1 60 x Live load Strength Dead Load Only 1 40 x Selfweight 1 40 x Dead load The following load combinations will be added for the design of this model WindX 1 00 x Wind_PO Strength WindY 1 00 x Wind_P90 Strength Wind_MX 1 00 x Wind_MO Strength Wind_MY 1 00 x Wind_M90 Strength SeismicX 1 00 x EQX Strength Seismic Y 1 00 x EQY Strength SW 1 00 x Selfweight No Code Check Sustained_Load 1 00 x Selfweight 1 00 x Dead load 0 30 x Live load Cracked Deflection Long_Term 3 00 x Sustained_Load Long term Deflection To illustrate how these combinations can be defined in the program follow the steps below as a guide to add a new load combination The combination WindX will be shown Again
42. into a structural model the steps to import a revised drawing are outlined 2 1 FIRST DRAWING IMPORT At this step the simplified structural or architectural drawing will be imported to the Builder program and converted to a structural model Follow the steps below e Open ADAPT Builder in Floor Pro and Edge mode with American unit system as shown in FIGURE 1 1 e From File pull down menu select File Import DXF DWG e Open the desired file Note the file cannot be open at the same time you try to import 1t Be sure to save the file down to a version compatible with ADAPT Autocad 2007 or earlier e Import DWG DXF FIGURE 2 1 will pop up Select the first check box to Calibrate imported objects Cursor will be in Snap mode For the first import there 1s no need to Move imported objects to position unless other elements are already in the file For multi level modeling where the floors are have different outlines it may be helpful to assign each imported level to a group For example the user can assign the first imported group to Level 1 Click OK e Before you click make sure the Snap to End button is selected from the Snap Toolbar Import DWG DXF Calibrate imported objects Move imported objects to position Assign Group Level 1 FIGURE 2 1 Import DWG DXF Dialog e Calibrate the drawing using any of the dimension lines shown in the drawing Look into User Information Bar UIB it will ask to Enter th
43. level or Full structure modes New features have been added to the Result Display Settings tool ow The remaining tools shown in the Support Line Results Scale Toolbar are described in the user manual referenced at the beginning of the chapter FIGURE 6 36 shows the result setting options Note that since we have completed analysis but not design of this model options related to the graphical display of design results are shown grayed out To this point only analysis results are available for review at this stage B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 129 m Select results to display Status f Action Bending Moment f Lislecion Maximum allowable LA 1360 Dm Masimurn allowable drift 0 5 x E Design entera wieg pa lop us bolton Tensile stress positive T Average sess piecompiessiani Minimum allowable i 25 ps CE Balanced loach 1 Maxinurn allowable 100 Include Ss Desi n sections Columns local axis 1 1 l Bears FT Walls local axis 1 1 Diagram Results Appearance RRE 6 00 In Line color Line thickness T FIGURE 6 36 Result Display Settings B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 130 For any selected load combination or for the envelope the program now gives the option to graphically display column wall and beam forces for the selected Action These options can be selected from the
44. levels Modifying existing slab regions and how to generate nested slab regions 1 e slabs of different thicknesses stepped slabs Modifying existing beam sizes and properties o Regeneration of component offsets connectivity O O O O MANUAL ADDITION OF LEVELS TO AN EXISTING MODEL The Level Assignment tool gf is used to create and edit level heights and labels in the program s Reference Plane Manager This tool can also be found on the Build Toolbar or from the BUILD menu When a new model is created the default story height is 10 ft 3 m and the program generates top plane current plane and bottom plane When a model is imported from Revit the program defaults are overwritten by the defined story heights and names from the Revit model The example model contains 7 levels with varying story heights as shown in FIGURE 4 1 Three additional levels will be added to the existing level assignments by using the steps listed below B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 54 Reference Plane Manager ha Batre EB rein een r Features Level 8050 10 50 Level 7000 11 50 Label Base Level 5850 10 50 Height qf Level4 4900 1200 Level3 3600 1200 level 2400 1200 Level 1200 1200 Base 0 00 0 00 Add Delete Set as active Close FIGURE 4 1 Reference Plane Manager e The program will insert a level relative to the level selected in the Reference Plane Manager For th
45. line The value shown is the ratio of the total dead load in each span divided by the vertical component of prestressing See FIGURE 7 32 Where sections are not intersected by tendons the program reports zero as the balanced loading check does not apply to conventionally reinforced concrete FIGURE 7 27 Bending Moments along X Direction for Service Total Load Combination B2012_GSG_02202012 9 Produce and Review Design Results Index 169 FIGURE 7 28 Deflections along X direction for Service Total Load Combination B2012_GSG_02202012 9 Produce and Review Design Results Index 170 mom G E E D E a E E SE Pe E E ar E k FIGURE 7 29 Bottom Fiber Stresses along X direction for Service Total Load Combination FIGURE 7 30 Top Fiber Stresses along X direction for Service Total Load Combination B2012_GSG_02202012 9 Produce and Review Design Results Index 171 08 Al linndlan Tet FIGURE 7 31 Precompression along X direction for Service Total Load Combination FIGURE 7 32 Balanced Loading along X direction for Service Total Load Combination B2012_GSG_02202012 9 Produce and Review Design Results Index 172 7 5 GENERATE REBAR DRAWING The ADAPT Floor Pro 2012 Manual contains an all inclusive and in depth description of the tools ass
46. mat foundation The workflow and design of a mat foundation utilizing the integrated functionality of ADAPT Edge and ADAPT MAT are included in Section 8 of this document FIGURE 3 1 Hybrid PT RC structure as modeled in Autodesk Revit 2013 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 45 3 1 EXPORT THE ADAPT EXCHANGE FILE FROM AUTODESK REVIT In Autodesk Revit select Analyze Export from the ADAPT tools FIGURE 3 2 SA Insert Annotate Analyze Mass ms ie 24 odify Loads Load Load Boundary Analytical Analytical Check Consistency Import fr FE re fro a 1 pal Cases Combinations Conditions Adjust Reset Supports Checks Select Loads Boundary Conditions x Analytical Model Tools y ADAP Dnia mall FIGURE 3 2 Export Model to ADAPT The ADAPT REVIT Link 2013 Export screen will appear FIGURE 3 3 where you can select which levels components loads and load cases will be exported to ADAPT Builder Ensure that all desired items are selected through each tab and click on Export Data Select levels to export Not exported Use TRAL and SHIFT keys to select more than one item FIGURE 3 3 ADAPT Revit Link 2013 Export screen In the Save As dialogue box select the location of the ADAPT Model Exchange file and name the file FIGURE 3 4 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 46 Save As E a Ger
47. mode the solution is updated and any design would then be governed by the Single level solution When the objective is to design a transfer condition for one level and there are discontinuous colunms or walls at that level two possible scenarios exist e If the previous global solution IS NOT overwritten by a new single level analysis the design can be performed directly without invoking Program Generated Loads e If the previous global solution IS overwritten by a new single level analysis the user can add Program Generated Loads to the level being anlalyzed to account for column and wall loads transferring to the level in question Loading Add Load Program Generated Loads This can be thought of as vertical load takedown and is necessary to correctly consider all loads in analysis The usefulness of being able to analyze an independent level from a multistory model may present itself often within the context of a project In some cases the objective may only to be to design a specfic level or range of levels within a larger model In this instance Single level mode would be useful and practical from a design standpoint In the event that a multilevel model is mostly complete but there is a slight architectural change on one level the user has the ability to update the analysis and design for a single level while still incorporating lateral loads and load takedown from the global solution The use of the Program Generated Loads t
48. of strands Go to the Shape System Friction tab and enter the profile data as shown in FIGURE 4 10 For this tendon we will use a Straight profile where the tendon is along a wall and a Reverse Parabolic profile in beam spans We will use unbonded tendons here By default the program will use a tendon CGS of 2 5 inches This is set in the B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 59 Criteria Tendon Height Defaults FEM Had we modified this value to the desired CGS of tendons at high and low points it would not be necessary to manually change the initial tendon input properties Click the green check box and exit out of the tendon properties box to return to the modeling screen Uplift K ft CGS CGS CGS CGS Top First Bottom 1 Bottom 2 Top Last X1 L X2 L n fn fin in FIGURE 4 10 Tendon Shape System Friction input e Toggle to a 3D Top Front Right view F to review and use the zoom functions to confirm the overall geometry of the tendon See FIGURE 4 11 IA AAN V RD FIGURE 4 11 3D View of Single Tendon in Transfer Beam at Level 4 e In a similar manner to the first tendon entered create tendons along the two adjacent transfer beams and the beam in the perpendicular direction along the left edge of slab Note that all high and low control points the CGS should be 3 B2012_GSG_02202012 6 Material Soil Support Criteria a
49. presence of post tensioning in a model triggers the program to report stresses in ADViewer These stresses are reported in two forms First the stresses are reported in the orthogonal X and Y global directions Second the stresses are reported as maximum and minimum Principal stress values All values are reported in units of force per area The program also reports stresses at mid depth precompression for checking minimum code prescriptive requirements for post tensioned slab designs e Reset the view by exiting and re entering the ADViewer module from FEM gt View Analysis Results e Select the Load Cases Combinations results tab and note that the default selection is the Service Total Load combination e Select Groups Planes for Display results tab and select Level 4 Select the Refresh tool to update the graphical display e From the Results tab select Stresses Along XX gt Bottom Fiber e Turn on the Display On Off tool Pret and ensure that the Color Contour tool is set B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 124 e FIGURE 6 28 shows the contours for stresses along the XX direction at the bottom fiber Note that this view can be shown in 3D and warped similar to views of previous results Other extreme fiber stress results can be viewed using a similar process FIGURE 6 28 Bottom Fiber Stress along XX Direction 6 3 1 8 Viewing Mid depth Slab Stress Precompression The pr
50. responds differently Before starting an operation it is important to make sure that the cursor is in the appropriate mode Shape In this mode you can select an entity displayed on the screen by placing the cross over it and left clicking the mouse Once an entity is selected its color changes There are two ways to enable Selection Pick mode Right click the mouse and select Exit Selection Pick B2012_GSG_02202012 r 1 e Click on Selection Pick Tool 4 In this mode the program displays the identification of an entity that the point of the arrow touches To change to this mode click on the Hint Mode Tool ln Overview Index 30 Creation In this mode the program will create an entity such as a line column or slab Place the cross at the location where you want the entity to be created and left click the mouse Detailed instruction for creation of each entity will be prompted on the User Information Bar at the bottom of the screen To enable Creation Mode left click the mouse on the tool of the entity you intend to create Then follow the instructions at the bottom of the screen Snap In this mode the magnet indicates that the cursor 1s in Snap Mode and is searching to snap onto an entity The cursor will search for one or more entities Once the cursor becomes close to any of the entities or conditions it is searching for it will display a yellow sign over the location to be snapped The shape of the yel
51. results select OK Go to FEM gt View Analysis Results to open ADViewer Select the Groups Planes for Display select Level 4 and the Refresh tool l Select the Load Cases Combinations results tab Note that for each cracked deflection load combination the program gives the option to display un cracked and cracked results See FIGURE 7 35 For this example the Sustained_Load and Long_Term combinations report both Load Cases Combinations EM Service Total Load EM Service Sustained Load Ed Strength Dead and Live Ed Strength Dead Load Only rd Initial ind Wind 4 Wind_MAX ind MAY pal SeismicX bal Seismic patel SA Sustained _Load els cracked Sustained Load fa Lo ng_Term Pl cracked Long_Term FIGURE 7 35 ADViewer Load Cases Combinations with Cracking B2012_GSG_02202012 9 Produce and Review Design Results Index 175 e Select the Cracked_Sustained_Load combination and the Display On Off tool FIGURE 7 36 shows the deformation in the Z direction for this cracked condition e To check the loss of stiffness in the slab leff lg go to Results Slab Actions Only Reduced Rotational Stiffness About XX or YY e To check the loss of stiffness for beams leff Ig go to Results Beam Actions Only Reduced Stiffness Ratio Unit in 1 47 1 36 1 25 1 03 0 92 0 81 0 70 0 59 0 48 0 37 0 26 0 15 0 07 0 18 FIGURE 7 36 Z Translation for Cracked_ Sustained Load Combination 7 7 COMPILED REPORT G
52. the plans are in different locations the user shall need to move the most recently imported drawing The UIB will ask to Select first point for moving imported objects Click on a known point of the drawing for example the start point as shown in FIGURE 2 2 Now it will ask to Select second point for moving imported objects Select the same start point of the first imported level and the new drawing will move into the same position e With each level that is imported follow the steps above to calibrate assign to group and move objects to get all levels into correct position before transforming the 2D drawing files into structural components e To isolate each level the user can view by group using the Group Library a icon in the View Toolbar or through Settings Grouping Each Group that was defined during the Import DWG DXF process is now shown in the Group Library The user can turn Group s on or off by clicking the lightbulb for each layer or by clicking All Groups On or All Groups Off When the B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 37 lightbulb is yellow the Group is turned on for display when the lightbulb is gray the Group is turned off See FIGURE 2 3 Label Group 1 aay Canc Level 2 New Levels 3 7 All Groups On e AR A All Groups Off FIGURE 2 3 Grouping Dialog box e Now the structure s level assignments need to be defined Go to
53. the checkbox for Columns and click Apply e From the Support Line Results Scale Toolbar use the Scale Up Values and aa Y Numerical Display tools 123 to customize the view The font height and line thickness can be adjusted in the Result Display Settings screen e The graphical display of column axial forces is shown in FIGURE 6 39 To more clearly display the values for a specific location it is recommend to view in Single level mode and or use the Zoom or Rotate View options in the Camera and Viewports Toolbar 6 3 3 3 Wall Bending Moments about Local s s Axis for Full Structure e The model should currently be shown in 3D view with display of columns only If the model view has been adjusted revert back to the view in the previous example for Full structure mode So e Use the Select Set View Items tool components except walls to turn off the display of all e In the Result Display Settings ow input window change the combination to WindY and the Action to Moment axis normal to plane e Select the checkbox for Walls local axis s s and Apply e From the Support Line Results Scale Toolbar use the Scale Up Values and aa f Numerical Display tools 123 to customize the view The font height and line thickness can be used to adjust the value display e The graphical display of wall moments is shown in FIGURE 6 40 Note that walls oriented global Y direction report higher moment values due to their strong axis orientation
54. view e The default cell size for the mesh is 3 feet and the default node shift size is set to 1 5 feet We will use the default values and select OK B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 100 e The meshing algorithm will be activated and the program will begin the meshing operation for all levels In some cases a message will be returned as shown in FIGURE 6 2 This warning will appear when the specified mesh size is not small enough for the meshing algorithm to generate a suitable mesh Select OK to allow the program to reduce the suggested cell mesh size automatically and continue with the mesh generation In the case of meshing a full structure several warnings similar to this may appear Itis acceptable to select OK to proceed through each warning e Once the meshing has been completed you can review the horizontal components mesh pattern See FIGURE 6 3 The model is now ready to be analyzed It should be noted that variations in mesh and node consolidation size may cause slight variance in results The user should be aware of implications related to mesh sizing and node shifts It is recommended to make a comprehensive review of the meshing chapter and descriptions made in the ADAPT Builder manual previously referenced to gain a better understanding of this process 2 7 i d iy 2 m na rea IP TES i A ar j z E IIA A AN a wea 8 a revises tics We
55. visi Opon Rebar Round Up Beam criteria n Height Defaults FEN Allowable Stresses E enforcement Bar Langt Rebar Minimum Cover Choose code C ACI 1999 e C Canadian 1994 C C ACI 2005 18BC 2006 C C Canadian 2004 India C ACI 2008 18C 2009 Chinese ACI 2011 16C 2012 du FIGURE 5 10 Design Code Section of Criteria partial e Go to Preferred Reinforcement Size and Material tab to specify preferred diameters for top bar as 5 and for bottom bar as 6 These should be made while Two way slab criteria is highlighted at the left hand window Note the default bar sizes for Beam criteria will be 8 bars top and bottom In each case indicate stirrup bar size as 4 e Go to Shear Design Options tab for one way shear reinforcement we will leave number of legs equal to 2 for stirrups for two way shear reinforcement select Stud Stud Diameter equal to 0 50 in specify number of rails per side as 2 The B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 78 rails per side means that 2 rails will be placed on each of the 4 sides of all columns where two way shear reinforcing is required In the case of columns with more rectangular shapes that might be better suited to have more rails along two longer sides and fewer stud rails along shorter sides use an average so that the total number of rails will be considered e Make the remaining settings as shown in FIGURE 5 11 through FIGURE 5 16 A more detailed
56. will be generated The program defaults to 12 design sections per span This can be modified by the user e Continue in the X direction and create the remaining support lines as shown in FIGURE 7 4 Support Line 1 FIGURE 7 3 Support Line in X Direction Suppoyk Line 3 Suppo Line 2 a 2 m e ma a ma Pr UPD OP Line 3 Suppo Line 4 Suppor Line S Suppor Line 6 FIGURE 7 4 Support Lines in X Direction There are several points to consider regarding the full set of X direction support lines o Support lines along the transfer beams are not snapped at columns supported by the beam o Support lines along beams should be snapped to at least 1 endpoint of the beam to correctly consider the beam in the design sections of that span If this B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 148 is done the beam is considered a Structural beam and will be designed Where support lines are not snapped to beam endpoints the beam is considered Architectural and stresses and design actions are calculated relative the slab geometry only for sections cutting across the slab and beam o Support Lines 3 and 4 are interrupted by to the opening near the middle of the slab Actions for design sections cut perpendicular to this support line will still be determined with respect to stiffness of components in the vicinity That is to say a discontinued suppo
57. 00 in Drop Cap Panel 7 E a sin 2000 in Opening E E a in 20 00 in Gridlines E f Reference Planes a Skip Loading Save as Default Cancel FIGURE 2 12 Select Set View Items Dialog Box e Now save the file This file contains the structural model created from the drawing file using ADAPT Builder environment B2012_GSG_02202012 Overview Index 44 3 GENERATION OF 3D STRUCTURAL MODEL THROUGH REVIT IMPORT In this exercise you will learn how to import an AutoDesk REVIT Structure model into ADAPT Builder This requires the installation of the ADAPT Revit Link If you don t have this link installed please contact info adaptsoft com to receive the necessary information The Revit Link is provided for free with any Builder program Through use of the ADAPT Revit link an exchange file is generated including level definitions component geometry material properties loading etc This file is then imported into Builder for generation of the structural model You will learn how to a generate the INP file using the ADAPT Revit link b import the INP file in Builder for generation of the structural model and c modify imported material properties and check for component connectivity The figure shown below FIGURE 3 1 is a seven story reinforced concrete structure which includes columns shearwalls both post tensioned PT and conventional reinforced concrete RC slabs and beams The model includes a concrete
58. 02012 Overview Index 28 Map Banded Grouped Tendons M Tributary Enter the associated tributary width 20 000 ft Use design strip width Force and profile optimization Average precompression Min 125 000 psi Max 250 000 Pei of Selfweight to balance Min lan p0p Max 175 000 Placement e idealized as two sets with offset Space tendons at 0600 f Tendon properties Effective force per strand 26 700 Mumber of strands per tendon ooo Span XL x X o First span 0 10 0 50 0 10 Midspan Reversed Parabola 0 10 oso 0 10 Lastspan Reversed Parabola oqo oso 010 k w Display Tendon Elevation This tool enables you to generate a section showing the tendon profile in elevation along with the related concrete outline See FIGURE 1 21 FIGURE 1 21 Tendon Elevation Section 43 Show CGS Values From Bottom This tool displays or hides from display the CGS or center of gravity of steel points as measured from the bottom of the concrete section along tendons The CGS values are shown at the tendon control points Tendon Intersection Detector This tool checks the tendons in the model to see if and where tendons intersect one another The program accounts for the defined tendon diameter height when making this check Where tendons intersect the program denotes this by placing an X
59. 14 to view the Y direction design sections In a previous section it was shown how to define splitters to exlude opening regions in generation of design strips FIGURE 7 15 shows two areas where Openings occur and sections are leaking into the opening region The following steps will illustrate how to manually adjust the program generated strips Note that this will be shown for only the Y direction The same process can be applied for the X direction Sora any er Structural Components Finite Element Loads em Display Render ID Slab Ragion i a E Column Iw Iw li Wall lw e 5 Beam y we E Drop Cap Fanal E Opening i ue m Gridines E Reference Planes Iw Skip Loading ii mm sr p B Rebar Ma Span Direction X YIX Y Support Line wl we fF Ur Tributary Region PITT ie Splitter A aN E Sa i FIGURE 7 14 Viewing Options for Design Sections 7 2 3 Manual Modifications for Automatically Generated Strips e In manually modifying strips that have been created automatically it is useful to view the tributary hatched regions Go to User Interface and select the Report Plans Toolbar and use the Design Strips X and Design Strips Y tools pa l B2012_GSG_02202012 9 Produce and Review Design Results arg isoddnz Index 158 FIGURE 7 15 Design Strips and Sections for Y Direction In selecting the design strip for the Y direction the program will prompt the user for User s Comments Leave this
60. 6 Snap Toolbar This toolbar contains all the snapping tools of the program To snap to an entity the mouse must be in Select Pick mode and you must bring the cursor close to the location where you will snap the mouse B2012_GSG_02202012 Overview Index 20 4 OXLABREOT FIGURE 1 10 Snap Toolbar Snap to Endpoint Snap to Midpoint O Snap to Center Snap to Intersection L Snap to Perpendicular This tool forces the mouse cursor to snap to a point that is at the intersection of the perpendicular extension of the drawn line entity 4 Snap to Nearest HH Snap to Grid This tool forces the mouse cursor to snap to the nearest grid point EE Grid Settings This tool opens the Grid Settings dialog box where grid spacing angle and other parameters can be set Snap Settings This tool opens the Snap Settings dialog box where all snapping features may be selected or deselected E Snap to Vertices of a Component Using the previously described tools you will not be able to snap arbitrarily to the vertices or edges of structural components such as a beam Since a structural component that is displayed as solid is defined by its insertion points the insertion points will not necessarily be the vertices or edges of the entity By clicking on the above tool you can make the vertices and edges of all the structural components of your project capable of being snapped to positioned along either the global X axis or Y axis
61. 9 FIGURE 5 25 Seismic Load Wizard User Defined Input ooconnnnnnoncncnnnnncnononononoononcnnnnnnnnnos 90 FIGURE 3 26 StOry Porc IMD UU eTEN T amas sw eta TA 90 FIGURE 5 27 Example of Seismic Data File for EQX ooononnnnnnnoconocicnnocnnnononnonanoncnnnnonccnoos 91 FIGURE 5 28 Program Generated LOS de sida 93 FIGURE 5 29 Program Generated Loads added to Level 4 transfer slab oooooooononinnnnnnnnn 94 FIGURE 5 30 Program Generated Load property IOPUt ooooooonononnnnononnnnnononnnnnnononononnnonononnnnnos 94 FIGURE 523 1 Load Combinations xis cacti a aia 95 FIGURE 5 32 Load Combination Definition and Imput oooccncncnnnnnnnnnnnnnonnnnnnnnnanonannnnnnnonos 98 FIGURE 5 33 Creep and Shrinkage Factor Input o 98 FIGURE 6 1 Automatic Mesh Generation s 0 cc ecsessssstscsssseseaacasasincenseensacsesseseansentabacdactans 100 FIGURE 6 2 Node Proximity Mesh Warning sssssseeceeecececcecceeeneaesseeeseeceeeeeeeeaeaaaaas 100 FIGURE 6 3 Completed Model displaying Finite Element Meshing oooooonnnnncncnnnnnnnnnn s 101 FIGURE 6 4 Analysis Options siii ds di beis 102 FIGURE 6 5 Load Case Warning at Analysis ONSt oooooonnnnnonononononono nono no nnnno nono nono nn nara 103 FIGURE 626 Analy SiS Status rn dr isdid 104 FIGURE 6 7 ADV tewer Graphical Interact i s 105 BIGURE G25 ADV 16 Wer OPIO AS a 106 FIGURE 6 9 Load Cases Combinations Tab wscs cccies ccccdseceetassseseetedectecntaraanendasaasdieeiaeeeeececase 107
62. A_PARAMETERS 13001 SEISMIC_DATA_PARAMETERS INPUT AND CALCULATED PARAMETERS gt Include SELFWEIGHT YES Include ADDMASS NO Seismic Floor Level Lowest 1 Seismic Floor Level Topmost 10 Period Limit Coefficient Cu 0 0000E 00 Response Coefficient Cs 1 0500E 01 Distribution Exponent K 1 1040E 00 Seismic Eccentricity Ecc 0 0000E 00 Seismic Load Direction DIR 0 0000E 00 Total Seismic Weight w 1 3273E 09 Force at the Top Floor Ft 0 0000E 00 Seismic Base Shear v 1 3937E 08 Input Approximate Period Ta 7 0900E O1 Computed Period Tcomputed 0 0000E 00 selected Period Tperiod 7 0900E 01 Seismic Loadcase Name a EQX vibration Eigen Analysis NONE END_DATA SEISMIC_DATA_PARAMETERS DATA SEISMIC_DATA_FLOOR 13002 SEISMIC_DATA_FLOOR FL HEIGHT SELFWT ADDMASS WEIGHT CMX ONMY ECC CVX gt FX gt 7 MZ gt 1 3 5485E 03 1 7894E 08 0 0000E 00 1 7894E 08 8 6415E 03 5 1572E 03 1 6078E 03 2 3529E 02 3 2792E 06 5 2723E 09 2 7 2061E 03 1 7894E 08 0 0000E 00 1 7894E 08 8 6415E 03 5 1572E 03 1 6078E 03 5 1436E 02 7 1684E 06 1 1525E 10 3 1 0864E 04 1 7888E 08 0 0000E 00 1 7888E 08 8 6391E 03 5 1574E 03 1 6078E 03 8 0902E 02 1 1275E 07 1 8128E 10 4 1 4476E 04 2 0765E 08 0 0000E 00 2 0765E 08 9 9258E4 03 5 0439E 03 1 6078E 03 1 2893E 01 1 7968E 07 2 8890E 10 5 1 7720E4 04 9 4092E 07 0 0000E 00 9 4092
63. CALLY Earlier we created additional levels above the top story in the structure The columns walls openings beams and slabs that are located on Level 7 will be copied to these additional levels as they have the same plan as Level 7 We will also modify the slab thickness for the top level aail e Using the Story Manager Toolbar switch the model mode to Single level and use the Active level up and down tools em E to navigate to Level 7 e Use your mouse to left click and window all components shown at level 7 All components should be highlighted red as shown in FIGURE 4 14 Alternately you can use the Select by Type tool h to select the individual component groups like columns walls beams etc e From the Story Manager Toolbar select the Copy Move Vertical tool I The Copy Move window will pop up Change the settings similar to those shown in FIGURE 4 15 This will copy the selected components to the 3 levels above Level 7 and use the Active level up and down tools oF ci to navigate to Levels 8 9 and 10 to confirm the geometry FIGURE 4 16 shows an elevation view of the Structure with the additional levels e Using the Story Manager Toolbar switch the model mode to Full structure B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 62 Fa gp A ALCA wh i 7 Copy selected tems Up 3 time s to existing planes Cancel OK FIGURE 4 16 Side
64. Drop Cap Panel Floor Domain Aridline Line Load Opening Patch load Point Load Point Support Polygar Polyline Slab Region Splitter Support Line Text Tributary Region we all Criteria Cal e Bu keyword 5 Selection Type Refresh all selection C Add to current selection C Remove fram current selection FIGURE 1 7 Select by Type Dialog x ip Index 17 Move Selection This tool enables you to move the entire group of entities that are currently selected Pick a vertex of one of the entities with a mouse left click and holding the left click move the mouse to the new location of that vertex Once the mouse is released the selected items will be moved to the new location ty Move Selected Point With this tool you can move only the vertex of an entity to a new location while the positions of the remainder of the entity s vertices remain unchanged Select the entity first Then pick the vertex you wish to move Drag it to the new location The selected vertex will move independently all other vertices will remain in their original location Delete Point This tool deletes the selected vertex of an entity Select the entity first Then click on the Delete Point tool and left click the mouse on the point that you wish to delete Insert Vertex This tool is used to insert an additional vertex into an entity that contains multiple insertion points The new vertex is placed between the
65. E 07 8 4321E 03 4 1629E4 03 8 8391E 02 7 3033E 02 1 0178E 07 8 9967E 09 6 2 1225E 04 9 3339E4 07 0 0000E 00 9 3339E 07 8 2590E 03 3 9597E 03 8 8391E 02 8 8425E 02 1 2323E 07 1 0893E 10 7 2 4425E 04 9 3354E 07 0 0000E 00 9 3354E 07 8 2591E 03 3 9597E 03 8 8391E 02 1 0327E 01 1 4392E 07 1 2722E 10 8 2 8083E 04 9 3398E 07 0 0000E 00 9 3398E 07 8 2591E 03 3 9597E 03 8 8391E 02 1 2053E 01 1 6797E 07 1 4847E 10 9 3 1741E 04 9 3373E 07 0 0000E4 00 9 3373E 07 8 2627E 03 3 9611E 03 8 8391E 02 1 3793E 01 1 9223E 07 1 6992E 10 10 3 5371E 04 1 1534E 08 0 0000E 00 1 1534E 08 9 1683E 03 4 2959E 03 8 0009E 02 1 9201E 01 2 6760E 07 2 1411E 10 END_DATA SEISMIC_DATA_FLOOR DATA SEISMIC_DATA_NODAL 13003 SEISMIC_DATA_NODAL NODE FL ECC FX FY gt 1 1 0 8 5957E 03 3 3625E 03 0 0000E 00 2 0 0 0 0000E 00 0 0000E 00 0 0000E 00 3 0 5 0 0000E4 00 0 0000E 00 0 0000E 00 4 1 0 7 3777E 03 5 8721E 03 0 0000E 00 5 1 0 6 1597E 03 4 5327E 03 0 0000E 00 6 1 0 5 3318E 03 3 5472E 03 0 0000E 00 FIGURE 5 27 Example of Seismic Data File for EQX For this example two seismic load cases will be created These will include EQX and EQY representing seismic forces acting in the global X direction O deg and the global Y direction 90 deg Each will include 5 eccentricity Note that if accidental torsion is to be considered in the opposite direction additional load cases should be created which include a negative for ec
66. ENERATOR This section describes the new and improved Report Generation Manager implemented in ADAPT Builder 2012 It is primarily intended for the creation of comprehensive or custom reports including tabular and or graphical reports The material presented here identifies the input parameters available to the user for generation of a compiled report Each report is broken down into sections Each section is given a unique identification number The report consists of those sections that are selected by the user Hence the content and details of a report are user controlled To create a compiled report go to Reports Compiled Reports The Report Generation Manager window will open as shown in FIGURE 7 37 Here the user can select the desired content to be included in the report from the following sections Cover Content List Tabular Punching Shear Design Graphical Imported Bitmaps and Imported Text Several report sections include more options as denoted by a box to the left of the section with a FIGURE 7 38 shows the expanded view of Tabular Punching Shear Design and Graphical sections B2012_GSG_02202012 9 Produce and Review Design Results p CI Cover CI Content List E CO Tabular H O Punching Shear Design O Graphical t CI Imported Bitmaps w C Imported Text Delete User Report Uncheck all Move up Move down Has aa a FIGURE 7 37 Compiled Report Generator Index 176 E Tabular
67. Include section of the settings input window Actions shown for columns and walls can be reported for the local r r and s s axes The settings input screen now includes the option to define the Font Height Line color and Line thickness for result display To demonstrate the use of the new features for displaying component actions examples will be given for column bending moments for SeismicX about the local r r axis for the Full structure column axial forces for Strength Dead and Live for the Full structure and wall bending moments for Wind Y about the local s s axis for the Full structure 6 3 3 1 Column Bending Moments About Local s s Axis for Full Structure e Using the Story Manager Toolbar switch the model mode to Full structure and switch the model to a 3D view E So e Use the Select Set View Items tool components except columns to turn off the display of all e In the Result Display Settings ow input window change the combination to SeismicX and the Action to Moment axis normal to plane e Select the checkbox for Columns local axis s s and Apply e From the Support Line Results Scale Toolbar use the Scale Up Values and aa Y Numerical Display tools l 123 to customize the view The font height and line thickness can be adjusted in the Result Display Settings screen e The graphical display of column moments is shown in FIGURE 6 37 To more clearly display the values for a specific location it is recommen
68. O O Beon RE AE eran BES Powys ee YAT hena en Iwo RC peon RC ll Two re Ber RC O i oone Beom RY Two Way Re feonrd Fon rd Way E peon rd Two way d peon ed Two way d Peon FC eens Two way d peon RC 2 ES Two woy RC i D Yi tHo woy RC o Twop Two Woy RC Two wh mesti it FIGURE 7 23 Design Criteria Display Option Y Direction When the program is opened in RC only mode without the functionality of modeling PT tendons the Analysis Design options found in the Criteria menu FIGURE 7 24 give the option for modeling column strips and middle strips This is the default selection when opening in RC only mode When this is selected the program will automatically create support lines for middle strips between each user defined support line For this example the structure includes post tensioning at Level 4 so the program was opened in RC PT mode and the option for column middle strip is not available In cases like this where the structure is considered hybrid and some levels are conventionally reinforced while others include post tensioning the user must create additional support lines for middle strips 1f the objective is to approach the design considering that methodology B2012_GSG_02202012 9 Produce and Review Design Results Index 164 For this example the section designs will all be based on creation of s
69. OK Cancel FIGURE 6 5 Load Case Warning at Analysis Onset In the Analysis Options screen the option Include loads from building solution is only applicable to analyses being performed for a single level and is contingent upon a full structure analysis that has already been completed The purpose of this option 1s to include lateral actions from Building Load cases 1 e Wind and Seismic at columns and walls above and below the independent level being analyzed In this way the user can combine gravity and lateral effects for the design of an individual level The use of this option will be shown later in this manual The option Compression spring soil support applies to ADAPT Edge models which are supported by mat slabs or footings resting on areas springs The option is activated when springs are modeled at the base of the structure e Substitute compression springs with fixed supports In selecting this option the program to will replace the defined spring support s with a rigid fixed support at each discrete spring locations The purpose of this option is to allow the user to obtain a global solution for a structure supported by a modeled foundation system Later for the foundation design in ADAPT MAT apply Program Generated Loads for load takedown at the foundation level for an analysis and design analysis of the foundation slab in Single Level mode e Analyze structure with compression springs In selecting this option the program u
70. OK This will be shown when the column or wall is subject to a shear check does not exceed the code prescribed maximum allowable shear stress and does not require added shear reinforcement to meet demand The shear check for both axes must satisfy these conditions for this status Reinforce This will be shown when the column or wall is subject to a shear check does not exceed the code prescribed maximum allowable shear stress but reinforcement is required for shear capacity to meet demand B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 139 Exceeds Code This will be shown when the column or wall is subject to a shear check and at that location exceeds the code prescribed maximum allowable shear stress Reinforcement alone will not be sufficient to meet the demand The section would need to be thickened with a drop cap or drop panel or by thickening the entire slab or by increasing the size of the wall or column or some combination of these options e The program includes tabular reports related to the Punching Shear Check Tabular punching shear check reports can be generated from Reports Single Default Reports Tabular Punching Shear Design These reports include Punching Shear Stress Check Result Punching Shear Stress Check Parameters and Punching Shear Reinforcement FIGURE 6 45 shows an example of each report FIGURE 6 44 Punching Shear Check Results at Level 1 B2012_GSG_02202012 8
71. Sections Manually e Draw cut lines on the slab plan similar to FIGURE 6 46 e Go to FEM Design the Design Sections The program will prompt the user to save the results after the process is complete e Double click on any manually defined design section and the Design Section window will appear as shown in FIGURE 6 47 The design section General tab contains a pull down menu to select any load combination and will report actions at the centroid of design section longitudinal and shear reinforcement at the top and bottom of the design section and deflection results The design section Location Mechanical Properties tab includes a report of the mechanical and geometrical properties of the section such as moment of inertia cross sectional area and reference plane The design section Other Properties tab includes information about the graphical display of the design section including the Layer line thickness text thickness color and label B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 142 FIGURE 6 46 Manual Design Sections Level 1 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 143 Group Group 1 Criteria Two way slab cnten Y Actons FIGURE 6 47 Manual Design Sections Results Window B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 144 ADAPT FLOOR PRO DESIGN OF SLAB SYSTEMS The prev
72. View Items 76 FIGURE 5 8 3D View of Model with Base Supports Shown cccccccccccccnnncncnnnnononcncnnncnnnnnnnnos 76 FIGURE 5 9 Manual Modification of Point Supports partial occcoonnnononnononnncnonnnononnnos 1 FIGURE 5 10 Design Code Section of Criteria partial o occccnncnccccnnnnnnononnonnnnccnnnnnnnnnnnos 1 FIGURE 5 11 Reinforcement Bar Lengths in Criteria partial occoccononnnonononnnnnccnnnnnnnnnnoss 78 FIGURE 5 12 Rebar Minimum Cover Two way slabs partial o oooooooononcnnncncnnnnnnnnnnss 78 FIGURE 5 13 Rebar Minimum Cover Beams partial ooocccnncncccccnnnnconononnnnncnnnnnnnnnnnnos 79 FIGURE 5 14 Tendon Height Defaults FEM partial oo ooonnnnnnnnononononnn nono nononnnnononnnonnos 79 FIGURE 5 1 S2Alow able SESSO S rodea dida 80 FIGURES lO Rebar Route 81 FIGURE 3217 Pateh Load Wizard IPUR nace aiutantiodiain S 82 B2012_GSG_02202012 Index V FIGURE 5 18 3D Graphical Representation of Patch Area LoadS ooooooononnncnccnnnnonnnnnnss 83 FIGURE 5 19 Patch Load Properties put ecien eee 84 FIGURE 5 20 Load Case Libra oi deidad 85 FIGURE 5 21 Wind Load Wizdd silo odiada 85 FIGURE 5 22 Graphical Representation of Wind Lo0adS oooooonnnncncncncnnnnnnncnonnnnnnanononnnnnnnnnos 87 FIGURE 5 23 Seismic Load Wizard Oro da 88 FIGURE 5 24 Vibration Combination IMput cccccncccncnnncccnnnonnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnancnnnnnnnnnnnos 8
73. a beam in Spans 2 and 3 The design criteria for this support line is defined as Two way slab In Criteria Analysis Design Options there is a setting which directs the program to design all beams respective of building code requirements regardless of the support line design setting Where a support line terminates inside of the slab region or at an opening boundary the user can define a Splitter ve to bound the support line Splitters should be assigned to the same direction as the support lines they are influencing regardless of their orientation For additional tutorial information on the use of Splitters contact ADAPT Support www adaptsoft com for a video tutorial link associated with the proper usage of the tool Open the splitter tool and place the splitters around the large opening as shown in FIGURE 1 12 Use the Snap Toolbar as required B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 150 an mii Support Line 2 E LJ HA Suppor t Support Line 5 FIGURE 7 7 Splitters for X Direction There are several points to consider regarding the full set of X direction splitters o Splitters should always snap to discontinuous support lines endpoints that fall inside the slab region adjacent support lines opening edges or slab edges o The openings are completely bound by splitters on all sides so as to ensure the opening area is not considered in a design strip tributary reg
74. a dad 40 FIGURE 10 Select by Type Dialos DORA en 42 FIGURE 2 11 View Toolbar and View Menu partial cccooooonccnnnnnonononononcnnnnnnnnnonnnnnnnnos 42 FIGURE 2 12 Select Set View Items Dialog Box ia 43 FIGURE 3 1 Hybrid PT RC structure as modeled in Autodesk Revit 2013 ee 44 FIGURE 3 2 Export Model to ADAP Td atate iia 45 FIGURE 3 3 ADAPT Revit Link 2013 Export SCreeO ooooooooononocncnnncnnnnnnnnnnnnnnnnnnanonannnnnnnnnos 45 FIGURE 3 4 ADAPT data exchange file save as dialogue WINdOW ssseeeeeeeeeeeeeeees 46 FIGURE 3 5 Builder Platform Module Selection 0 0 0 0 ccceceeseseeeeeeeeeeeeeeeeseeeeeeesseeeeeeeseeees 46 B2012_GSG_02202012 Overview Index IV FIGURE 3 6 Import REVIT Model into Builder ccccccccccoooccnnnnnnnnnononcnnnnnnnnnnnnnnnnnnos 4 FIGURE 3 7 ADAPT Data Exchange File Open Dialogue Window cccccceceeeeeeeeees 4 FIGURE 3 8 Import Options Dialogue WiNdOW ccccccccccncnnnnnnnnnnooncnnncnnnnnnnnononnnnnnnnnnnnnncnnnonoos 48 FIGURE 3 9 Imported 7 Story Structure Shown in Plan View in ADAPT Edge 49 FIGURE 3 10 Imported 7 Story Structure Shown in 3D Isometric View in ADAPT Edge 50 FIGURE 3 11 Concrete Material Input Wind Winnie ceases 51 FIGURE 3 12 Column offset relative to slab position ooccccccnccnoooccnnncnnnonononcnnnnnnnnonannnnnnnos 32 FIGURE 4 1 Reference Plane Manageren a N iat 54 FIGURE 4 2 Reference Plane Manager
75. ases Combinations Vibration Results Componerts and Entes Groupa Planes for Display le ES Level 3 GB Level 4 R Level 5 ES Level 6 ES Level 7 Unit GD Level 3 EB Level 9 in ES Lev 10 Ready FIGURE 6 19 X Translation for Frame Elements Columns e Select the Load Cases Combinations results tab and select the SeismicY load combination e From the Results tab select Deformation PY Translation e FIGURE 6 20 shows the display of Y translation for SeismicY at Level 4 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 116 Hle Edit Userintertace Settings Jools Help 3n0686868988988292200298 gt 08 00 MO Fon NAS AAA A A AR BX Z2vvyV ig an hn 4 Slab Wall Actions Wall Actions only 1 9 Slab Actions only Unit Le 001 in E 7 74 59 a l 9 Load Cases Combinations Vibration Results Components and Entities Groups Planes for Display Ready FIGURE 6 20 Y Translation for Frame Elements Columns Select Groups Planes for Display results tab and select Group 1 Select the Refresh tool to update the graphical display Using the tools previously described turn back on the slab and beam display Turn off the value display for frame elements Use the Global 3D deformation tool to produce the global deformation display for SeismicY See FIGURE 6 21 Note that in this view all components a
76. at the top and bottom ends Drop caps and panels sizing rotation and offset can be defined Wall thickness vertical top and bottom offsets boundary conditions and releases can be defined Slab Region thickness and vertical offset can be defined as well as additional items as listed below B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 33 e Beam width depth vertical offset and first second end translational and rotational releases e Gridlines defined as circular or rectangular e Column shape rectangular square or circle size angle of rotation in plan vertical offset of top and bottom ends and top and bottom releases in translation and rotation e Drop Cap Panel shape rectangular or square size angle of rotation in plan vertical offset e Wall thickness vertical offset of top and bottom boundary conditions and top and bottom releases in translation and rotation e Slab Region thickness and vertical offset e Point support degrees of freedom fixity in translation and rotation and vertical offset e Patch Load for modifying applied forces and moments in the x y and z directions with vertical offset e Line Load for modifying applied forces and moments in the x y and z directions with vertical offset e Point Load for modifying applied forces and moments in the x and y directions with vertical offset e Support Line for modifying the direction x direction or y direction and crit
77. axis 1 2 and 3 refer to the three consecutive vertices you select to speciy the values of load distribution Use the arrow tool above to move the points FIGURE 5 19 Patch Load Properties Input 5 4 2 Wind Load Generation New to the ADAPT Builder suite is the ability to automatically generate lateral wind loads for a structure using ADAPT Edge The functionality related to the Wind Load Wizard 1s specific to Edge To apply wind loads be sure that Edge is open and the model is in Full Structure mode Wind loads are automatically applied as Building Loads which are solved by utilizing the multistory ADAPT Edge analysis engine While both automatic Wind and Seismic loads are set as Building Loads the user has the option to input generic Building Load cases from the Load Case Library FIGURE 5 20 and assign any load type to a Building Load case B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 85 ee ES R General Loads Gravity Lateral 7 Lateral Load Solution Sets Help Reserved Load Cases w Dead load IM Live load V Prestressing Help General Loads Gravity Lateral Label Dead load Add Malele Live load E Building Loads FIGURE 5 20 Load Case Library The generation of wind loads through use the Wind Load Wizard can be performed through use of the Loading Toolbar and the Wind Load Wizard tool W or from Loading Add Load gt Wind Load Wizard
78. b where the user can click on points which define the position of the polygon Press C to close the command It is critical that the user select and use multiple snap tools and or construction lines during this operation to click to the proper points and locations along the slab edge The click points that define the polygon are shown as a small x where they are snapped FIGURE 7 11 Manually Generated Design Strip for Support Line 9 FIGURE 7 12 shows the remaining strips in the Y direction generated by custom input in a similar manner to Support Line 9 For this example it may be useful to B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 155 familiarize yourself with the usage of this tool by generating similar design sections however for the design of the sections automatic strips will be used that are modified near openings These steps are explored further in the following sections a ysoddns W E 5 D 8 Q ot cr r E a ai 0 Of u 1 yuoddng ff uz Avodana FIGURE 7 12 Manually Generated Design Strips for Y Direction 7 2 2 Automatic Strip Generation e Ensure that the model is in Single level mode navigate to Level 4 and switch the model to a Top View ti l e Use the Select Set View Items tool dd to turn off the display of the X and or Y direction support lines and splitters These can be checked in the boxes relat
79. black lines represent lines of zero moment blue lines represent negative moment contours and red lines represent positive moment contours e Use the Increase Number of Displayed Contour Lines tool wy to display more contours See FIGURE 6 33 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 127 FIGURE 6 33 Slab Bending Actions M11 Increased contour density B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 128 e The Contour Result Settings tool S brings up FIGURE 6 34 to input Text Values display Line contour appearance frequency of labeled contour lines and Spacing between contour lines e Results for line contours in the perpendicular X 22 direction can be viewed using a similar process ae ee dA Text Values le Display text values Line Contour appearance Labeled contour ine every E nes Spacng between contour ines One moment contour 24 104 K FIGURE 6 34 Result Display Settings Line Contours 6 3 3 Support Line Results Scale Toolbar New analysis result display options have been added to the Support Line Results Scale Toolbar thy lE Fin an a QD faa Ay Oo iE FIGURE 6 35 Support Line Results Scale Toolbar This toolbar can be activated from User Interface or FEM gt View Result Similar to the ADViewer module analysis results displayed from this toolbar can be viewed in either Single
80. both workflows as a step by step instructional example in continuation of the model that has been presented in previous Chapters 8 1 ADAPT MAT WORKFLOW 1 e Close the current model and re open ADAPT Builder making the opening screen selections as shown in FIGURE 8 1 ADAPT Edge and MAT are opened simultaneously e In Single level mode sail wil navigate to Level 1 and switch the model to a Top View e At Level 1 select the slab region so that it is highlighted red e From the Story Manager Toolbar select the Copy Move Vertical tool I Copy the slab down time so that it 1s placed at the Base Level e Use the Active Level Down tool e ca to scroll to Base Level The mat slab Should be shown as in FIGURE 8 2 B2012_GSG_02202012 9 Produce and Review Design Results Index 180 e Double click on the slab edge to modify the properties Change the slab thickness from 8 inches to 24 inches Select the green checkbox to save the change e Go to Build Spring Soil Support Soil Support and click on 4 corners outside the slab area to define the area soil spring See FIGURE 8 3 The area spring does not need to be defined at the exact outline of the slab region though it can be Note the user may define multiple soil spring regions as appropriate for the project ADAPT Builder Concrete Design Platform 5 Builder 2012 Structural Concrete Design Suite Modeler Integrated Structural Analysis amp Design for Concrete Buildings
81. ccncncnnnnnnnnnnnnononononnnonnononononoss 179 Sl ADAPRT MAT Work low La A aia 179 52 ADAPRT MA L Work W Zrii 184 B2012_GSG_02202012 Index III TABLE OF FIGURES FIGURE 1 LADAPT 2012 Builder Initial Sereen isrener a a a 9 FIGURE 1 2 ADAPT Modeler Main Screen in MAT Mode oooocccccccnnnnnccccnnnnnonononcnnnnnnnononnninoss 12 FIGURE 1 3 Right Click Options Of The Mouse cccccccsseccccececececeeeeeeeseeeeeeeeeeeeeeeeeas 13 FIGURE 1 4 Transform to Structural Component Toolbar coooooonnncnnnnnonononnnnnnnnnononnninos 13 BIGURE TS SClechon Toolbar tac n 15 FIGURE 1 6 Select Layers Dialos Window enrroeiinpnininan e nde 16 FIGURE 17 Select Dy Type Dial Oe str 17 FIGURE 1 8 Camera and Viewports Toolbar ooccccccccooonnccnononononononncnnnnnnnononannnnnnnnononanonos 18 FIGURE 19 Settino Tools aldo 19 FIGURE 1SlO Snap Tod Data dial diia 20 FIGURE 1 11 Model Design Strips Toolbar cocccoooooonnncncnnnnononnccncnononononancnnnnnnnnononnnnnnnnos 20 FIGURE 1 12 Modelo Tool at oia dis caian aaeo T tenia 21 FIGURE TS Support Line Wizard dd dia 22 FIGURE 1 14 Splitter Property dialogue SOLE dardos 23 FIGURE 1 15 Support Line Results Scale Toolbar ooooonnnnnnncnnnononcnononononnnonocnccnnnnnnnnnnnos 24 FIGURE 1216 Result Display SENE id a ta 25 FIGURE 1 17 Kemntorcement Tool A 26 FIGURE 1 15 Tendon Tonada ati 26 FIGURE 1 19 Map Distributed Tendon Dialogue DOX ooccccccccccoonccnnnonnnonono
82. ccount at the support The resulting offset due to this shift 1s automatically calculated and considered Connect Support Lines to Columns and Walls Use this tool to connect the existing support lines to walls and columns Support lines have to be connected to the endpoint of a column or the both endpoints of a wall to account for them fully in the design stage of your work IW Connect Beams to Columns and Walls This tool establishes the snapping connection between all existing beams and adjacent walls or columns where beam ends are adjacent to a support but are not snapped to 1t While the program can analyze a condition where a beam terminates short of a column for proper treatment of beams that are connected to columns you should use the Snap option B2012_GSG_02202012 Overview Index 24 This tool will search for such instances in your model and will establish the connection iL Support Lines Extension This tool extends all existing support lines to the edges of the slab Use this tool if you created a support line manually and you missed snapping its ends to the slab edges If the distance of the support line end to a slab edge is more than the program s tolerance you must make the connection manually mi Align Structural Components This tool improves the quality of your modeling You can automatically adjust the location of a wall or column that you have drawn to line up with the face of slab 1 2 9 Support Line Resul
83. ceccsseacseseeesecssnesseeeees 131 FIGURE 6 39 Column Axial Forces for Strength Dead and Live Combination 133 FIGURE 6 40 Wall Moments about Local s s Axis for Wind YY oooonnnnnnnncnnnnncnnnncnnncnnnnncno 133 FIGURE 6 41 Column Reaction Settidgs oocooocconcccnonononnonononcononononocnonononnanannnncnnononenocncnoos 135 FIGURE 6 42 Column Reactions at Level 1 oo cccnconnnnncinnncconnonnnnccncncnnanonaninnanonncannnonnss 136 FIGURE 6 43 Point Support Reactions Report Partial ooooonnncnnnononononncnnnnnnnnnnnnonns 137 FIGURE 6 44 Punching Shear Check Results at Level 1 ooocccccccnnnnononocncnnnncnnnnnnnnoos 139 FIGURE 6 45 Punching Shear Check Tabular Reports partial oooooooooononncncncnononononoss 140 FIGURE 6 46 Manual Design Sections Level l ooonnnnnncnonoconocccnnnnnnnnnnncncnnnnnnconanonoss 142 FIGURE 6 47 Manual Design Sections Results Window ccccccccccoccccncnnnononononnnnnnnnnnnnnnnonoss 143 FIGURE 7 1 Builder Platform Module Selection Floor Pro only ooocccccccoooooooo 145 FIGURE 72 FEM Menta 146 FIGURE 7 3 Support Line 11 X DirechiOn 0 esi a oes ea oes 147 FIGURE 7 4 Support Lines in X DiTect1ON oooooooonnnnnnnnoncnonccnnnnnnnonononcnnnnnnnnononannnnnnnnnnnnnanoss 147 FIGURE 7 5 Support Line Design Section Options ccceseseseeseeesesesseeseseseseseseeseeeeeeees 148 FIGURE 7 6 Support me Desie n Cri
84. centricity input Enter the input for the Seismic Load Wizard as shown in FIGURE 5 23 for the application of EOX Select the Apply to Load Case tab to save the input Repeat this step by changing the load case name to EQY and changing the direction to 90 degrees After creating wind and seismic loads the user can verify these load cases in Loading Load Case Library and review the input for Building Loads The loads listed in this window should include Wind_PO Wind_P90 Wind_MO Wind_M90 EQX and EQY B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 92 5 4 4 Program Generated Loads When a model is analyzed in Full structure mode caf all load cases are solved for both Gravity and Building Lateral loads The program has multiple options for reporting graphical and tabular results for structural elements based on the global solution In situations where load transfer occurs from a level to the level below through discontinuous columns or walls the loads acting at the transfer elements i e beams thickened slabs are automatically considered due to the global nature of the analysis In other words elements loads restraints etc are all considered when Full structure mode 1s active After analysis in Full Structure mode the user can utilize the global solution for a single level s design so long as the single level has not been analyzed independently Once the single level is analyzed in Single Level
85. cnnnonoos 63 FIGURE 4 18 Level 10 Prior to Slab Modifications coooooooooonocnconccnnnnnnnonnnnonnnnonanonncncnnnnnnnnnss 64 FIGURE 4 19 Level 10 after slab MoOdifiCati0DS ccccccoocnonooonnnnnnonnnnnnnnnnnonononnnannnonnnccncnnnonoss 64 FIGURE 4 20 Level 10 Right Slab with Column and Wall labels oooooooooo 65 FIGURE 4 21 Construction lines used to modify slab regl0N ccccccccccnnnnononoonnnnncnononnnnnnoss 66 FIGURE 4 22 Pinal Slab POSO eS 67 FIGURE 4 23 Thickened Slab Section Cuts 20 0 ccssssssssseeeeeeeeceeeeeeeeeseeeseseeeeeeseeeeeeeeeeneas 68 FIGURE 4 24 Beam LS o Det eee alin 69 FIGURE 4 25 Beam Release Input WiNdoOW ccccccccccnccnnnncconononnnnnconononnnnnnnnnnnnonanannnnnnnnnnnnnnnos 69 FIGURE 4 26 Rendered 3D View of Upturned BeaM ooooocncnnnnncnnnonccncnnnnnonononnnnnnnnnnnnnnnnnoss 70 FIGURE 5 1 Concrete Material IMpUt ooooonnnnnnnnccononononcnnnnnnnnnnnonnnncnononnnnnnnnononnnnnnnnnnnnnnnnnnnnnnss 71 FIGURE 5 2 Material Modifications for Multiple Components occcccncnnnnnnnncnnnonononncnnnnnnnnnnnnos 72 FIGURE 5 3 Slab Region Properties to Verify Concrete Material ooooonoononnnnccnnnnnnnnnnnss 73 FIGURE 5 4 Mild Steel Maren IDU ia 73 FIGURE 525 Prestressing steel Material puta 74 FIGURE 5 6 Support Conditions Input partial oooononooononncnncncnnnnnnnnnnnononononanananonnnnnnnnnnnos 75 FIGURE 5 7 Graphically Displaying Support Conditions in Select Set
86. crete buildings floor systems foundations and beam structures with or without post tensioning The solution s intuitive and easy to use 3D component modeling capabilities allow you to quickly model any structure Builder contains specialized design tools for concrete buildings one way or two way column supported flat slabs parking structures mat foundations and ground supported slabs Built in building codes include American ACI International IBC Canadian A23 British BS European EC Australian AS Brazilian NBR and Indian IS The purpose of this Getting Started Guide is to provide the User with details and information for common workflows and tools to model analyze and design concrete structures using Builder 2012 Floor Pro Edge and MAT programs The most common and straightforward instructions will be provided in this guide Other alternatives may exist to perform the same functions but the purpose of this guide is to provide a quick and useful resource for a user new to Builder 2012 programs ADAPT Builder Concrete Design Platform 33 Builder 2012 Structural Concrete Design Suite Modeler Integrated Structural Analysis amp Design for Concrete Buildings Building Stability Analysis Edge 7 s Floor Pro 103 dll Component F Forces Floor MAT Systems Dynamic Rebar Design DRD ee Foundation Systems Post tensioning Shop Drawing Strip modeling amp PT RC Export System of Units Design Scope Impo
87. d to view in Single level mode and or use the Zoom options in the Camera and Viewports Toolbar The program also includes a new Rotate View tool located in the same toolbar When this tool is activated the input window shown in FIGURE 6 38 will appear The user can adjust the Horizontal and Vertical angular orientations to set a customized 3D view B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 131 2146 9 H j E9125 w mE Fl 2358 06 HU oe 7 lo i M F T Sot ail E UN il a ii p E ET ON ON Y Ya 4 5 aS o y pl s O 0 4 AUMENTA gt AA i a gt A A OO A zt Y os J r 4 a a 4 C A A A A A OOOO O a O O O O OG ME AE S h E Bg a O AAN zo T Aa e Y p AC T TT I 5 5 E zm gt E vA 54 3 Save Restore FIGURE 6 38 Rotate View Input Window B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 132 6 3 3 2 Column Axial Forces for Full structure e The model should currently be shown in 3D view with display of columns only If the model view has been adjusted revert back to the view in the previous example for Full structure mode e In the Result Display Settings ow input window change the combination to Strength Dead and Live and the Action to Axial Force e Select
88. ded in the program for various items related to the model and design These include Structural Geometry Materials and Design Criteria Analysis Data and Load Cases and Combinations Design Section Data Skip Pattern Applied Loads Tendons Rebar and Quantity and Cost The tabular reports for Punching Shear Design will be described later in this chapter The purpose of this section 1s to focus on tabular reports strictly associated with the analysis results for a multistory structure analyzed in ADAPT Edge These include Column Reactions Wall Reactions and Other Support Reactions Note that the components for which the program reports actions in tabular format are those vertical components comprised of frame elements and rigid or spring supports The remaining options are not included in the scope of this document More information related to these reporting options can be found in the referenced B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 137 document at the beginning of this chapter It 1s recommended that the user become familiarized with these tabular report options Results for slab and beam components can be retrieved through tools and processes previously described in this chapter When tabular reports are generated the program will output a rtf document that will open automatically in Microsoft Word See FIGURE 6 43 for an example 202 Point Support Reactions xx kft 0 000 0 000 i
89. e Start Point of Calibration Line As shown in FIGURE 2 2 at top left corner snap one end of the 90 feet long dimension line Now the UIB will ask to Enter the End Point of Calibration Line Click on the other point of the same dimension line Now it will ask to Enter the Correct distance in feet between the two B2012_GSG_02202012 Overview Index 36 Points you Selected Input 90 and select enter This will complete calibration of the drawing Start Point All walls are 8 in All columns are 24 in X 24 in All other dimensions are in Ft amp in 76 B gt D a cu End Point FIGURE 2 2 Start and End Points of Calibration Line e Import additional level s into the same model the same way as detailed above However for each subsequent level upon selecting the file to import the user shall select to Calibrate imported objects and Move imported objects to position Again it will be helpful to assign each imported level to its own group If multiple levels have the same DWG DXF file and hence the same geometry the user can name them as such 1 e Levels3 7 etc e Calibrate each imported level as detailed above e Sometimes the imported level will be brought into ADAPT in the same location in plan as the previous level s In this case there is no need to move the imported objects and the user can select Escape when the UIB prompts to move the imported objects However after scaling if the user notices
90. e Story Manager Toolbar as described in Section 1 2 13 Copy the elements up the appropriate number of times or assign to a particular level B2012_GSG_02202012 Overview Select by Type Cancel Slab Region Text Criteria Al By keyword m Selection Type f Refresh all selection Add to current selection Remove fram current selection FIGURE 2 10 Select by Type Dialog box Index 42 Now use the Select Set View Items tool from View Toolbar Alternatively you may use menu item View gt Select Display Item This will open Select Set View Items dialog box By default Structural Components tab will be open Turn on the display of Slab Region Column and Wall and any other elements in the model as shown in FIGURE 2 12 and click OK This will display all structural objects in the screen View User Interface Settings Tools Dr i e Redraw zoom Yiew Toolbar X a Pan ds Es 9 amp EJE FIGURE 2 11 View Toolbar and View Menu partial Select Display Item B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 43 Structural Components Finite Element Loads ltem Display Render ID Dimension Label Symbol Symbol Size Font Height Slab Region iv iv en 2000 in Column A m a 3im 2000 in Wall 4 a 30 2000 in Beam 8 g Tos in 20
91. e the slab thickness in the Slab Region properties box see FIGURE 2 9 The default thickness is 8 inches or the last defined slab thickness Click on the Location tab to verify that the slab 1s located at Level 1 Slab Region Slab Region vj vj General Location Properties General Location Properties Offset H 1 Vertical offset ME in Label Slab Regio Reference plane Material Concrete 1 Level 1 Group Thickness EX in Coordinates 1746 53 yf 1746 53 ft 1504 31 a 35191 f 180431 1986 09 122 04 FIGURE 2 9 Slab Region Properties e Finally open Layer dialog once again You may also use Layers Setting icon from Settings Toolbar This time turn All Layers Off while turn on only the wall layer B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 41 e Select all the polygons representing walls and use Transform Wall tool from Transform to Structural Component Toolbar to convert all polygons as walls If walls are drawn in a way that they are combined walls drawn together rather than individual walls you may use the Transform into Several Walls tool e All walls will be Lower Walls and will be placed under Current_plane_Wall layer e The user may transform Drop Caps Panels Beams and Openings in the same manner as described above using the Transform Drop Cap Panel tool oF Transform Beam too YY icon and the Transform Openin
92. e will be ignored in analysis Compression spring soll support options f substitute compression springs with fixed supports i Analyze structure with compression springs Hote Since the structure incudes compression spring superposition of load cases does not apply Load takedown and results of Building solutions will not be available in level mode M Stabilize slab automatically against in plane translation and rotation Iv Show this dialog whenever I Analyze Structure Go to FEM gt View Analysis Results ADViewer will open The default Load Case Combination will be set to Service Total Load Go to the Results tab and select Soil Pressure Turn on the Display Results tool See FIGURE 8 8 Additional results can be viewed in a similar manner to what was described in Chapter 6 The design of the mat foundation Base Level is carried out with the same approach as an elevated level as discussed in Chapter 7 Support lines strips and design sections are generated and designed Code checks and reinforcement requirements are calculated and reported using the same program functionalities as described earlier in this guide B2012_GSG_02202012 9 Produce and Review Design Results Index 186 Unit 12 002 ksi FIGURE 8 8 Soil Pressure at Base Level Workflow 2 B2012_GSG_02202012 9 Produce and Review Design Results
93. ed in the Level Assignment screen e To view better you may select Top Front Right View 0 from Camera and Viewports Toolbar You will notice all polygons are changed to three dimensional Column entities in the drawing You may double click on any column to view or change its General Properties Location FEM Properties and CAD properties as shown in FIGURE 2 8 Notice as we are in Floor Pro mode all columns will be below the slab 1 e modeled as Lower Column and placed under Current_Plane_Column layer B2012_GSG_02202012 Overview Index 40 Note that each column will be transformed in the same dimensions as drawn in the DWG DW xX file 19 General Loc ation FEM Release Properties L i Material Concrete 1 Label Column 1 Group Group 1 E Cross sectio g m A ES 24 00 1 24 00 e lt Y 0 0 Y Tx COLUMN SECTION DT W jo LP i lt gt o O FIGURE 2 8 Top Front Right View with Transformed Column and Column Dialog e Again use menu item Settings Drawing Layers to open Layers dialog box Click on the button All Layers Off then turn on the layer for the structural slab to display only the polygon representing the floor slab e Select the polygon and use Transform Slab Region tool y from Transform to Structural Component Toolbar to convert the polygon into a slab The Level 1 slab will be placed in Current_plane_Slab_Region layer Double click on the slab to defin
94. ed to Structural Components tab e Go to Strips gt Generate Design Sections Automatically Regenerate Tributaries The program will automatically generate design strips with sections as shown in FIGURE 7 13 Note that the tributary outlines will be shown in different colors B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 156 The design and the program displays the design sections in both directions sections are always perpendicular to the support lines _ 8 tt i Ld A A A a _ EAN mnnn Ul ee a __ a a i IO E E A A A A a E IE O O jf E ges A E A A A A A CU naa ii ii a JZ SS Ss ss SS SS A AS HET He IA support Line 3 UCC err SUT ee T TTT A Cee SUT TT LTT oe ss PLL TO JODA IIA A IA RRA IIA A A THOTT EET Lett A fF A A TT a EEE SEER Rees ee ee A A ee ee ee ee ee IA ee eae REDE PERN AAA A A A IIA A Re URI IA IA A DAA A IIA IA AA AI A IIA A AAA A A A IIA IA AA AI IIA IA A A Line JI Line 10 Support Line 6 FIGURE 7 13 Automatically Generated Design Strips and Sections 8 Generation of Support Lines and Use of Splitters B2012_GSG_02202012 Index 157 e To isolate the view to show only design sections in one direction use the Select Set View Items tool oo to indicate the preferred viewing settings For this example change the settings to those shown in FIGURE 7
95. ensioning is included in a model the Hyperstatic load case is included for ultimate design When a load combination is set to Total or Sustained Service condition the program designs reinforcement based on minimum serviceability requirements per the design code selected The program does not add reinforcement to satisfy demand actions resulting from service load combinations unless prescriptive code requirements stipulate that such a check be performed The program calculates deflections for service combinations based on un cracked elastic material properties The program also makes checks for allowable stresses balanced loading and precompression for service combinations When post tensioning is included in a model the Prestressing load case is included in Service load combinations The Initial load combination is also considered a service condition However it is specific to post tensioned design and generally is used for determination of stresses and deflections at force transfer of a post tensioned slab The program treats this combination similar to other service combinations with respect to reinforcement design stress checks deflections etc Many designs require that post elastic long term behavior be evaluated for serviceability of the structure during its service life This requires that cracked long term deflections accounting for the effects of creep shrinkage and other parameters associated with time dependent behavior of concr
96. er and or b to deactivate the stability option The last option gives the user the option for the screen to be repeated when the Analyze Structure option is used from the FEM menu The intent is to allow the user to review settings before analysis in the event Analysis Options have changed or were not set prior to the analysis To analyze the model go to FEM Analyze Structure and change the settings as shown in FIGURE 6 4 and select OK During the course of the analysis several windows may appear providing a status of completion and some solution statistics Once the analysis has been completed the program will prompt you to save the solution See FIGURE 6 6 Select Yes Analysis Status xE Analysis successfully completed Do you want to save the solution FIGURE 6 6 Analysis Status VIEWING ANALYSIS RESULTS The following sections describe methods by which graphical or tabular analysis results can be viewed in ADAPT Edge The preceding sections described the modeling and analysis process in using Edge independently without having ADAPT Floor Pro or ADAPT MAT activated for integrated analysis and design Hence the results will be applicable only to the analysis solution Design results will be discussed in Sections 7 and 8 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 105 The various methods by which results can be produced described below that are long standing functions of the progra
97. erated Load If the check deselected the General options will become active for modification if required B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 94 FIGURE 5 29 Program Generated Loads added to Level 4 transfer slab Teh ty Era Str is a al 0 Ma E al us SS General Loads Location Properties m za haa Point Load 23 Group Group Load case Dead load a Load lr rea oo k M Program Generacion Mec 0000 k Myy 0000 kt Downward load positive Moment sign follows global ads COLUMN SECTION FIGURE 5 30 Program Generated Load property input B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 95 5 4 5 Lateral Load Solution Sets Similar to previous versions of ADAPT Builder operability is available in the program to import geometry and lateral and gravity analysis results This can be achieved through use of a generic data exchange file or through an automated process by way of the ADAPT Integration Console It is recommended that you review the ADAPT Builder 2012 and ADAPT Integration Console User Manuals for additional information regarding importing lateral load solutions sets or generating a data exchange file Both references are completely applicable to the latest version of ADAPT Builder 5 4 6 Load Combinations Based on the code selected by the user ADAPT Builder automatically generates
98. erent angles E Top View Left View Front View 1 Top Front Right View this shows isometric view of the model Top and Back Side View this shows isometric view of the model Rotate View this tool allows the user to rotate the view of the structure to any horizontal or vertical orientation so as to generate a custom 3D view This is new to Builder 2012 Other tools are 4 Zoom Window Zoom Extents B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 19 E Zoom In Zoom Out Dynamic Zoom ey Dynamic Pan 2 Undo Zoom Pan T Redo Zoom Pan Single Viewport Two Vertical Viewports 1 2 5 Settings Toolbar This toolbar is used to set up the Universal Coordinate System line types colors and layers in the program The settings are also accessed from the Settings menu Settings E FIGURE 1 9 Setting Toolbar Layer Setting The name color and line settings for each layer can also be modified in this window Line Style Setting Click on this tool to open a list of the available line styles and descriptions Select the line style of your choice E Colors Setting This tool opens a color palette from which you can select the color of the next entity you will draw model assign colors by layer and the background of the modeling window Display WCS This toggle tool displays or hides the World Coordinate System icon at its real position in 0 0 0 1 2
99. eria of a support line two way slab one way slab or beam as well as display of design sections display of results maximum number of design sections per span distance from face of column top and bottom rebar to be in outer layer or inner layer e Line Support to modify a support line s degree of freedom fixed hinged or user defined releases in translation and rotation and vertical offset e Line Spring to modify a line spring s stiffness in the kx ky and kz directions as well as rotational stiffness kxx and kyy whether the spring is Compression and Tension or Tension only and vertical offset e Point Spring to modify a point spring s stiffness in the kx ky and kz directions as well as rotational stiffness kxx kyy and kzz whether the spring is Compression and Tension or Tension only and vertical offset e Area Spring to modify an area spring aka soil spring in stiffness kz and define as Compression and Tension or Tension only e Tendon to modify area per strand tendon diameter number of strands vertical offset display parameters including line thickness display of control points and color tendon profile unbounded or bonded system effective or calculated force and the minimum radius of curvature e Rebar to modify user defined rebar to base reinforcement bar material bar orientation angle bar specification USA MKS SI bar size bar description rebar distribution appearance including color thickness and li
100. esign Scope The user can model a conventional Reinforced Concrete RC Structure or a Post tensioned Structure RC amp PT by selecting either option from the drop down menu In this guide we will use both RC and RC amp PT design scopes Import Exports The user can import geometry and or loading from other gr party general structural analysis and modeling solutions Select Revit Autodesk Revit Structure Robot Autodesk Robot Structural Analysis STAAD Pro and or ETABS as applies to your projects General is the default import export option and will remain on while Builder is open ADAPT MODELER MAIN SCREEN FIGURE 1 2 shows the full screen display of the ADAPT Modeler program with typical features labeled for easy identification B2012_GSG_02202012 Overview Index 12 Menu Bar Toolbars DECK adm ADAPT Floor Pro le se File Edit View User Interface ttings Tools Draw Modify Build Loading Strips Material Criteria FEM Reports Help i Dw e 4 Ss AA eee PO loteo al RR serna aa Rana A OO RAR COX LA ERAN AA O a om ta YY as dy Oo ES Main Windows Rar Poe Gere ANEXAR OS User Information Bar Status Bar Rebar Display Envelope 101 94 263 59 10 00MY nits US Level Current plane Layer Rebar 11 21 12 12 34 FIGURE 1 2 ADAPT Modeler Main Screen in MAT Mode ADAPT Modeler operates the same way as other Windows programs All program tools are accessed from one of the toolbars provided by the program or throu
101. ete be accounted for The user can define load combinations to check for deflection based on an analysis which considers the post elastic response from reduced stiffness of elements where cracking occurs by selecting the Cracked Deflection option under Analysis Design options In these cases the program will solve for solutions of the load combination under both cracked and uncracked conditions giving the user the ability to see the difference due to cracking of the structure For this example we will use the Long term Deflection Template option to introduce an automated method to include such combinations into a design However the results of these combinations will not be investigated The purpose is to display how the combinations can be included in a model For a more in depth description of the program s capabilities with respect to cracked long term deflections see the ADAPT Builder 2012 User Manual The option for No Code Check simply allows the user to obtain a solution for a specific combination The program does not design reinforcement or perform any other design checks for the combination Deflections are reported for the combination unless the Hyperstatic load case is included This design analysis option is generally used to isolate individual load cases for validation or to understand behavior FIGURE 5 31 shows the Load Combination input window The pull down menu for Load cases includes a list of all gravity and building loads
102. f the slab visibility e Select the Display Values fs tool to show the beam deformation values at each beam frame element FIGURE 6 17 shows the view of beams with displacement values Note also that the displacement values are shown for columns since these are composed of frame elements These values can be interpreted as axial shortening due to all loads occurring for the load combination for which results apply B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 113 Unit 0 60 FIGURE 6 16 Z Translation Warped View for Level 4 File Edit User Interface Settings Tools Help men Bt 40100886969898983 9228900900 MO Si om Se 65 de VORP HOSS D A LLN DAIMIEL a Fa Results SW Z Translation Load Cases Combinations Vibration Results Components and Entities Groups Planes for Display Read n m Ima IMM A FIGURE 6 17 Z Translation for Frame Elements Beams and Columns e New to the program is the ability to view the Global deformation This shows a graphical representation of the deformation due to X Y and Z displacements for the active load combination Select Groups Planes for Display results tab and select Group 1 Select the Refresh tool to update the graphical display Using the tools previously described turn back on the slab display and turn off the value display for frame elements Aj 3D e Use the Global 3D deformation tool to produce
103. ferent directions as described in Section 1 2 10 of this document This document does not include a thorough description of Base Reinforcing Simply put Base Reinforcing is defined as any mild rebar which has been manually input and defined by the user such as a rebar mesh and or typical detail bars around openings or at the edges of slab for example Rebar generated by the program as outlined above can also be converted into Base Reinforcing Base reinforcing is most commonly used to enter in rebar which is assumed to exist in the floor or in the case of a structural investigation which the user knows is in the floor B2012_GSG_02202012 9 Produce and Review Design Results Index 174 7 6 CRACKED DEFLECTION CHECK Once the design of sections and generation of rebar has been completed the Cracked Deflection analysis can be performed This check is dependent on the presence and amount of reinforcement both base and calculated reinforcement This analysis is typically used to check deflections which account for loss of stiffness due to cracking and long term effects The Cracked Deflection check only applies to models which include load combinations set to the Analysis design option of Cracked Deflection Section 5 4 6 of this document shows how these combinations are created To calculate cracked deflection follow the steps below Go to FEM Calculate Cracked Deflection Upon completion the program will prompt the user to save the
104. g tool icon from the Transform to Structural Component Toolbar For Drop Caps Panels be sure to define the thickness of the Cap in the Item Properties box For beams be sure to note where the end point of the beam falls A sound modeling approach would be to model beams from support centroid to support centroid 1 e column to column or girder to girder etc to ensure connectivity Often beams are drawn from faces of supports in DWG DXF files In this case click on the beam and using the mouse drag the end point s of the beam to the center of its supporting member This ensures that the beam ends will fall onto a support line and that the beam will be correctly considered in the analysis design Support lines are covered later in this guide e To move up the building the user can repeat the process of displaying the next Group Level and setting the next level up to be Active and continuing through the steps outlined above e For Columns and Walls or other elements that the user knows are continuous up the building an alternative which may be faster 1s to select the elements that continue up either individually using the mouse while depressing the control key or by selecting by type To select by type click the Select by Type tool ME in the Selection Toolbar Click on appropriate elements for your model and click OK See FIGURE 2 10 This will highlight all columns and walls in the model Select the Copy Move Vertical tool in th
105. ge resulting in the torsional effect For this example enter the input for the Wind Load Wizard as shown in FIGURE 5 21 Wind loads acting in the Global X O degrees and Global Y 90 degrees will be used Also the example will include torsional moment effects resulting from eccentricities of 15 about each applied wind load direction Similar to the addition of gravity loads in the program once a new load is added the program will show the load in the graphical interface FIGURE 5 22 shows the applied wind loads at the slab edges of each level B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 87 FIGURE 5 22 Graphical Representation of Wind Loads 5 4 3 Seismic Load Generation New to the ADAPT Builder suite is the ability to automatically generate lateral seismic loads for a structure Seismic loads generated this way in the program are based on the Equivalent Lateral Force Method ELFM from ASCE7 Where a user defined base shear is specified the program also utilizes the ELFM method for vertical distribution of story forces The functionality related to the Seismic Load Wizard is specific to ADAPT Edge and this module must be open and the model be set to active 1n Full structure mode to apply seismic loads Seismic loads are automatically applied as Building Loads which are solved utilizing the multistory ADAPT Edge analysis engine The generation of seismic loads through the Seismic Load Wizard can
106. gh the menus provided in the menu bar at the top of the screen Toolbars may be opened closed docked to the edge of the screen or dragged to any position on the screen Tools can also be accessed by clicking the right mouse button while the cursor is in the Menu Bar or Toolbar areas of the screen or through the User Interface drop down menu The User Information Bar displays tool specific information program prompts and any values that may be typed by the user for specific program procedures The Status Bar displays such information as the mouse cursor coordinates location current unit system current level current drawing layer and gridline spacing and status A short description of each specific tool also appears in this area when the mouse cursor is placed over the corresponding tool button B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 13 1 2 1 Mouse Function and Operation The primary function of the mouse is through its left click Depending on the mode of the program as outlined in the next section the left click will result in selecting the entity below the cursor inserting an entity or performing an operation at the location of the cursor The right click of the mouse with cursor on the display portion of the screen will display the window shown in FIGURE 1 3 a Exit Close End Accept Pan Dynamic zoom Zoom Window oom Extent FIGURE 1 3 Right Click Options Of The
107. ginally selected tendon The tendons can be spaced according to a maximum fixed dimension or based on the program s calculations B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 27 ETS Force and profile ee Do not optimize replicate i Optimize using Average precompression Min 125 000 Max 250 000 psi Selfweight to balance Min 40 0 Max 75 0 Es Select master span Span 1 Reversed Parabola m Placement e Enforce max 18 00 times of slab thickness Use suggested spacing C Use max 15 000 tt Tendon properties Effective force per strand 26 700 Kk Number of strands per tendon Cancel OK FIGURE 1 19 Map Distributed Tendon Dialogue box Map Banded Tendon The tool allows you to map banded grouped tendons from a support line First select one or more support lines then click this tool A dialogue box will open as shown in FIGURE 1 20 The user can choose between using the associated support line s tributary or some fixed width The tendons design optimization is performed according to specified precompression and balanced selfweight ranges The tendons can be shown as an idealized pair of tendons at a given spacing or with each tendon shown discreetly with a given spacing The effective force per post tensioning strand can be defined as well as the basic profile shape of the tendon for each span B2012_GSG_022
108. gn Results Index 183 e Save and close the model Unit in 0 43 0 39 0 36 0 33 0 30 0 27 0 24 0 20 0 17 0 14 0 11 O 08 0 04 0 01 UN 0 02 0 05 FIGURE 8 5 Z deformation at Base Level for Service Total Load condition Trat 1e 002 ksi 0 00 0 2 0 57 0 55 1 14 1 42 1 71 1 99 2 2 2 50 2 84 3 13 3 41 3 70 E 3 05 4 27 FIGURE 8 6 Soil Pressure at Base Level Workflow 1 B2012_GSG_02202012 9 Produce and Review Design Results Index 184 8 2 ADAPT MAT WORKFLOW 2 e The model should still be in Full Structure mode Go to FEM Analyze Structre The entire set of load combinations will be analyzed In the Compression spring soil support options section select Substitute compression springs with fixed supports After the analysis is complete select OK nai e Toggle the model to Single level mode model to a Top Front Right View 0 navigate to Base Level and switch the e Select Loading Add Load Program Generated Loads The input window shown in FIGURE 5 28 will appear Select all gravity load cases and select OK to apply the load takedown values at the Base Level When a MAT model is analyzed with this approach superposition of loads is applicable The user can make changes to the base level while still retaining the load take down from the global solution e Go to FEM Analyze Structure The entire set of load combinations will be analyzed In the Comp
109. gn in the On Off column for the layer in your file corresponding to Columns In this case the layer is Adapt_Column FIGURE 2 7 Doing this will turn on only the objects in this layer and Group while others are turned off Click OK Current Current_plane Ont0f Line Style Cancel O 3 BB OCONTINUC 3 BB CONTINUE 3 BB CONTINUE 3 Bl CONTINUE 3 TBE CONTINUE ADAPT Polvline cs E CONTINU ADAPT Text 3 Bl CONTINUE All Layers On Adapt Colurnn i 3 CONTINU 3 Bl CONTINUE FS BM aTi ADAPT _Arc ADAPT Circle ADAPT Line ADAPT Polygon jap y y y y y Adapt Dimension All Layers Off A A Meas Ase D ape FIGURE 2 7 Layers Dialog Box e Now only the polygons drawn in Adapt_Column layer will be displayed in the screen for Level 1 Select all of them using Ctri A by selecting all polygons with the mouse or by selecting by layer To select by layer open the Selection Toolbar and use the Select by Layer tool i which will bring up a dialog box similar to FIGURE 2 7 Select the layer for Columns and click OK This will select all elements shown in the drawing in that layer e Once the column polygons are selected use Transform Column tool gt from Transform to Structural Component Toolbar Alternatively you can use the menu item Build Transform Drawing Entities Transform entity into Column These columns will automatically have the same size in plan as the DWG DXF file and the height of the columns will have been defin
110. gon can be picked and converted directly into structural components In case the items in the DWD or DXF drawing were not drawn as enclosed polygons select the line items using the Ctrl key or by selecting them using the left click of the mouse and click this icon The program will create a new polyline in the desired shape This shape can then be selected to be transformed Transform Slab Region This tool is used to transform a polygon closed 8 polyline to a slab region The tool operates in the same manner as the Transform Column tool 11 1 Transform Column This tool is used to transform a rectangle polygon or circle to a column To transform a polygon rectangle into a column do the following e Select one or more rectangles and or circles that are made up of polygons that you intend to model as columns e Click on the Transform Column tool Hf All selected entities will be transformed into columns with the same dimensions as the rectangle or circle Transform Wall This tool is used to transform a rectangle closed polyline into a wall The tool operates in the same manner as the Transform Column tool Pl Y Transform into Several Walls When a polygon represents two or more intersecting walls this button is used to transform it into several individual walls each having a rectangular cross section In the analysis however the program treats the walls integrated into one along their common vertical joints The tool
111. hat all components are selected b Using the Modify Item Properties tool Las select the Material option at the left hand side and change the material to Concrete CAST IN PLACE B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 51 V MASONRY CONCRETE V CONCRETE PRECAST FIGURE 3 11 Concrete Material Input Window e Depending on how the Revit model was constructed component connectivity in the ADAPT Builder model can be improved so that proper offsets are established between columns walls and the soffits of slabs and beams to reflect the actual physical geometry of the system To ensure proper connectivity go to Build Preprocessing gt Establish Component Connectivity In doing this the program will generate the proper offsets between vertical and horizontal elements in the model FIGURE 3 12 shows a side view of a column that has been offset to the slab soffit To check this select the Front or Left View E tool from the View Toolbar The view will show a square handle located at the reference plane and the offset position The vertical component can be double clicked to open a Properties window where the Location tab can be selected to check the vertical offset B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 52 FIGURE 3 12 Column offset relative to slab position B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index
112. he applicable code check for the combination or envelope selected Where the section is magenta and dashed the design section does not meet the code check NG The tools used to graphically display results along support lines can be found in the Support Line Result Scale Toolbar New features associated with this toolbar were described in Chapter 6 The list below shows the description of each of the tools associated with this toolbar replicated from Section 1 2 9 Additional information related to the usage of this tool can be found in the ADAPT Floor Pro 2012 User Manual The program also includes tabular reports for design strips and BuilderSum results These options are covered in detail in the manual referenced above and the user should familiarize themselves with these tools as they are oustide the scope of this document Design results can be viewed graphically by using this toolbar Results for actions stresses precompression balanced loading deflection and punching shear can be viewed graphically in the main screen after analysis and design are completed These features are described in further detail in Section Support Line Results Scale Toolbar Es e E wont tl O a Ey de E FIGURE 7 25 Support Line Results Scale Toolbar Display Graphically Select this button to graphically display support line results such as stress moment and deflection along the length of the support line or lines Display Design Sections C
113. here the construction line bisects the wall and intersects the slab edge See FIGURE 4 19 for confirmation e Using the Create Slab Region tool place a new slab in the position at the right side of the slab as shown in FIGURE 4 19 following the diagonal line to Column 282 down to the bottom slab edge Change the thickness of this new slab to 12 inches Confirm the final geometry of the slab regions When slabs are nested or overlaid on top of another slab the slab that is smaller and located within the larger slab region will control the geometry in that location To confirm the geometry of the nested regions use the Create a Cut at a Specified Location tool Y Select two points points at each side of the desired section cut then click anywhere in the user interface to place the section cut image Follow the prompts in the yellow User Information Bar at the bottom of the screen See FIGURE 4 23 to view section cuts of both nested thickened regions B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings 4 5 Index 68 Section 7 Section 6 FIGURE 4 23 Thickened Slab Section Cuts MODIFYING BEAM SIZES AND PROPERTIES This section will explain how to modify beam dimensions vertically offset a beam and assign specific material properties for beams These steps can be applied and extended to other components such as columns walls etc e The dimensions for Beam 103 at Level 10 will be modified from 12x24 in t
114. how general adequacy status for serviceability limits Display Punching Shear Design Outcome Once you have executed the punching shear design FEM gt Punching Shear Check the results can be reviewed in the model by clicking on this button The design outcome and stress ratios for columns and walls checked for two way punching shear will be displayed 7 4 1 Result Display Settings FIGURE 7 26 shows the selections that can be made in the Result Display Settings tool ow as they apply to generating graphical results for design sections An example of each item that can be displayed graphically is shown as it pertains to the X direction support lines for Level 4 of this example Note the first option in the menu allows the user to select a load combination or the envelope For this example the Service Total Load combination is selected for display B2012_GSG_02202012 9 Produce and Review Design Results Index 167 Select results bo display m Status Deflection Maximum adowable LY 380 OK E Manmum allowable drift 0 5 ne C Design criteria f Stress R Top RE Bottom OK Tensile stress postive A C Average siess precompression Minimum allowable 725 psi OK NG FIGURE 7 26 Result Display Settings for Design Section Checks Action Displays the design action to be shown graphically on the support line See FIGURE 7 27 Deflection Displays the deflections along support lines and the L
115. ht Level10 105 17 12 00 Level 9317 12 00 Level 81 17 12 00 Level 69 17 10 50 Level6 5867 11 50 Level 4717 10 50 Level4 36 67 12 00 Level3 2467 1200 Level2 1267 12 00 Add Delete Level 067 0 67 tdo a Base 0 00 0 00 Set as active FIGURE 4 3 Reference Plane Manager with new names and heights B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings 4 2 Index 56 Level 10 Level 9 Level 8 Level 7 Level 6 Level 5 Level 4 NE Ee Level 2 o bexa 1 _ oo O Level 3 FIGURE 4 4 Left elevation view showing added levels MODELING TENDONS For this example manual generation of banded tendons will be illustrated at Level 4 where three transfer beams exist While the program includes features for automatic mapping of banded and distributed tendons the functionality related to those features will not be described in this guide For detailed descriptions of tendon modeling in ADAPT Builder as it pertains to ADAPT Floor Pro and ADAPT MAT please review the ADAPT Floor Pro 2012 User Manual which devotes a detailed chapter on this subject Tendons which are identical on different levels of a multistory model can be copied moved or assigned using the Story Manager Toolbar similar to any other component in the model These tools are described in Section 1 2 13 4 2 1 Defining Banded Tendons aail and use the Active level up and down tools wr ca to naviga
116. ia and Loadings Index 86 The wind loads can be generated based on pre defined code implementations or by user defined entry When a code entry is used the user must enter the input parameters associated with the selected code Note these parameters become inactive when the User defined option is used for Load Generation Any number of wind loading sets can be assigned to the model for a given wind direction When the Include orthogonal direction option is selected the program will apply loads in the perpendicular direction to the Primary wind direction The wizard reports both windward and leeward forces for Primary and Orthogonal wind directions and also reports windward and leeward pressures for each level within the defined exposure range Note that the exposure width and or forces can be manually overwritten by switching from Calculated to User defined option in the Wind Forces table Values that are not overwritten will remain as calculated by the program If the option is made to Include Torsional Moment the user is prompted to enter the Eccentricity value as a percentage of the width of slab perpendicular to the direction of wind force The program will generate load cases that represent the direct wind forces in the primary and orthogonal directions and also the torsional moments resulting from the eccentric loading input The program faithfully represents torsional moments by converting these to line loads applied at the slab ed
117. ight Level E Level 6 l Label Level 5 l i Height Level 4 Level 3 Level 2 Level 1 l Foundation 0 00 Features Add Delete Set as active FIGURE 2 5 Reference Plane Manager Level Assignment Dialog box updated ity 2 2 TRANSFORMATION OF STRUCTURAL COMPONENTS e This section assumes that all structural elements have been drawn in such a way that each column wall slab boundary opening drop cap panel etc is drawn as an enclosed polygon For elements which are not drawn in this way first select the individual line elements in ADAPT and transform them into polygons using the Transform Polygon tool YA in the Transform to Structural Component Toolbar e Open the Transform To Structural Component Toolbar for conversion of the drawing to structural model Use the User Interface menu and click on the Transform To Structural Component Toolbar Alternatively use menu item Build Display Modeling Toolbars to view this toolbar along with Build Toolbar B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 39 Transform to Structural Co X FIGURE 2 6 Transform to Structural Component Toolbar e Use menu item Settings Drawing Layers to open Layers dialog box or open same dialog box by clicking Layers tool in the Settings Toolbar Click on the button All Layers Off This will turn off all the layers Now click on the bulb si
118. ill apply to the entire global structure when modeling in Multi Level mode The user can easily switch between single level and multi level modes by clicking one option or the other 1 2 14 Save As Project Template new feature This feature allows the user to save a project template which can include Criteria Material and Load Combinations or any one or two of the selections The user may provide Notes to annotate the applicability of the template for example its use for a particular project or for a given code region etc Once the user clicks OK you will be prompted to enter a name and saved location of the template file This apt file can then be shared with other members of your team for shared use to simplify and streamline model creation between different users This feature can be accessed through File Save as Project Template Save as Project Template i Criteria e Material M Load combinations Notes US template for PT and RC design scope FIGURE 1 28 Save as Project Template 1 2 15 Modify Selection Toolbar Modify Selectio no Ed FIGURE 1 29 Modify Selection Toolbar gt Modify Item Properties Using this tool the user can modify many properties of one or more structural elements See FIGURE 1 30 This screen has some new features in the 2012 release Columns can be defined with size and shape rotation top and bottom offsets as well as translational and or rotational releases
119. inations Tab Index 107 When a Vibration analysis is completed the applicable results for the controlling vibration modes can be viewed by using the Vibration Results tab 6 10 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters See FIGURE Index 108 Results Load Cases Combinations Vibration Results EE Vibration 1 0 4 Vibration_2 Components and Entities Groups Planes for Display FIGURE 6 10 Vibration Results Tab The Components and Entities tab allows the user to select any number of items to display in ADViewer See FIGURE 6 11 Control of component display can also be achieved through use of Display Components Entities Toolbar shown here ar ar PO 2 ING Revert to the previously mentioned referenced document for additional information B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 109 Results Load Cases Combinations Vibration Results Components and Entities Floor Boundaries C Mesh Cells ne Beams E Columns A Walls E Tendons ca Point Springs ca Line Springs ca Area Springs ca Point Supports ca Line Supports ca Area Supports ca Point Loads GA Line Loads ia Patch Loads a FEM Nodes Groups Planes for Display FIGURE 6 11 Components and Entities Tab Groups Planes for Display option provides the functionality to isolate any group or level defined in the model By default ADViewer opens the 3D model view in plan which ca
120. includes translational restraint in the global Z direction and rotational restraint about global X Y and Z directions The default support condition for Multi Level is Fixed in position and rotationally fixed This includes both translational and rotational fixity in global X Y and Z directions B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 75 Criteria m s Two way slab criteria One way slab criteria Prefered Reinforcement Size and Material Shear Design Options Rebar Round Up Beam criteria Design Code Reinforcement Bar Lengths Rebar Minimum Cover Analysis Design Options General analysis design options Both prestressed and conventionally reinforced Regular floor system Includes waffle joist construction Design all beams using the respective building code requirements f beams f Design each beam as defined by user in its associated design strip Alowable Stresses Support condition at the tar ends of walls and columns if Retain user modification and create the rest as selected below f Roller support and rotationally fixed Fixed in position and rotationally fixed Simulate fodty of rotation at the far ends of supports while allowing for free shortening of the floor beam system Single Level f User defined Translation Rotation E e E E G E Help a FIGURE 5 6 Support Conditions Input partial For this model the base of all columns will
121. ing multistory analysis Level 4 will be used for this example as it has various intricacies including transfer beams tendons etc Since the multistory model has been analyzed and a global solution exists and in this case we are only designing one level we will open ADAPT Floor Pro only as shown in FIGURE 7 1 Note that since ADAPT Edge is not selected the program restricts analysis and design to a single level In this case a re analysis of Level 4 1s not required because of the current global solution B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 145 pi 3 Builder 2012 EOE SE BEE Structural Concrete Design Suite Modeler Integrated Structural Analysis amp Design for Concrete Buildings Building Stability Analysis Edge d y Floor Pro Vals g Component aadi Forces Floor MAT Systems e SOG Dynamic Rebar Design DRD lt Foundation Systems Post tensioning Shop Drawing Strip modeling amp PT RC Export System of Units Design Scope Import amp Export RCAPT y IN Rechte A Y ATT Y EY MIS FIGURE 7 1 Builder Platform Module Selection Floor Pro only 7 1 SUPPORT LINES AND SPLITTERS To expedite the design process in ADAPT Floor Pro each slab must be sub divided into multiple design strips associated with a specific design criteria two way slab one way slab or beam for each global direction of the slab X and Y These strips are further sub divided into
122. ion o Splitters in the X direction are displayed with a circle at each endpoint Y direction splitters are displayed with a square at each endpoint B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 151 7 1 2 Y Direction e The support lines and splitters in the Y direction will be input using the same tools and methods described for the X direction e Use the Select Set View Items tool Y to turn off the display of the X direction support lines and splitters These can be checked in the boxes related to Structural Components tab e From the Modeling Toolbar select the Create Support Line tool P e Select the Item s Properties tool Es and ensure that the Direction 1s set to Y direction Select the green checkbox at the upper left corner of the properties input e Utilizing the Snap Toolbar begin drawing the continuous support line by snapping at the left side of the slab along the perimeter beam Note that the column in the center of the beam is a transfer column and does not support the beam The support line for this beam should have only two points one at each end of the beam since the beam coincides with the slab edge See FIGURE 7 8 4 au pHuoddns FIGURE 7 8 Support Line in Y Direction B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters 2 au Beoddns Index 152 Continue in the Y direction and create the remaining support lines a
123. ious chapters described how a multistory or single level model can be built or exported to ADAPT Builder and how to use analytical and result tools for the purpose of analyzing the structure with ADAPT Edge ADAPT Floor Pro is a program included in the ADAPT Builder suite used for the design of concrete slab systems both post tensioned and conventional reinforced This program can be launched independent of ADAPT Edge In this environment the Story Manager tools are available if the user desires to build a multistory model within Floor Pro However when Floor Pro is opened independently the ADAPT Builder analysis engine will operate only in Single level mode and designs of levels can be performed level by level In other words a global analysis does not apply when Floor Pro is used independently unless the multistory model has previously been analyzed in ADAPT Edge Any Edge model can be opened with ADAPT Floor Pro and if a global solution has been saved the user can include the Building Load solution in a single level Floor Pro design When a single level model is built in ADAPT Floor Pro all of the modeling analysis and results tools described in this document still apply When ADAPT Floor Pro is opened simultaneously with ADAPT Edge the user has the ability to analyze and design multiple levels at a time The objective of this example is to describe the beginning process of designing a floor slab using the results obtained from the preced
124. is example the 3 additional levels will be added above Level 7 Select Level 7 to highlight that level e Click Add 3 times to generate the new levels These levels will appear as shown in FIGURE 4 2 Since the ground level is considered as Base and is included in the total level count the program adds Planes 9 10 and 11 e Rename Planes 9 10 and 11 to Levels 8 9 and 10 and change the story height to 12 ft for each level as shown in FIGURE 4 3 Refer to Section 2 1 for more information The story height can be changed utilizing the Height input box with the appropriate level selected e Change the view in Full structure mode to a front or left elevation to review the added levels FIGURE 4 4 Note that only the reference planes will be shown since no components have been generated at the levels NOTE If the user is working in Single Level mail or Full structure cf mode and right clicks after selecting a slab a new plane can be inserted at the top or bottom of the selected slab A plane that is created this way will then appear in the Reference Plane Manager where it can be edited B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 55 Features Labo Jewel Height 10 49902112 t Level 12467 12 00 Add Delete levell 06 067 Set as active FIGURE 4 2 Reference Plane Manager after adding new levels E _ l E pus Ch art a Reference Plane M A ee Name Elevation Heig
125. iteria and Loadings Index 79 Tunay alah raiteria naaa doei Prelemed Reinforcement Size and Material Beam cileva FIGURE 5 14 Tendon Height Defaults FEM partial B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Two way slab criteria One way slab criteria Ream citera B2012_GSG_02202012 Index 80 Prefered Reinforcement Size and Maternal Shear Design Options Rebar Round Up Design Code Reinforcement Bar Lengths Rebar Minimum Cover Analysis Desin Options NSTEREETHAGHRIDERSURSTFEMIINNN Alowabie Stresses rSustained load _ r Total load Tension stresses as multiple of fic 1 2 Tension stresses as multiple of fc 1 2 Top fiber 750 Top fiber 750 Bottom fiber 7 50 Bottom fiber 7 50 Compression stress as multiple of fc r Compression stress as multiple of fe ee fiber 0 45 Extreme fiber 0 60 Initial condition rante Tension stresses as multiple of Fei 1 2 Top fiber 200 Bottom fiber 300 Compression stress as multiple of fci Extreme fiber 0 60 Allowable crack width Report probable crack width Yes No Limit probable crack width yes No Crack width limit RC members Dem ep PT members 0 010 Pci concrete cylinder strength on day of stressing E cube strength fcu is specified program converts it intemally to cylinder strength fc 0 8F cu Pe 28 day cylinder s
126. l the user can modify any previously created seismic load by selecting the appropriate case from the Update existing load case drop down list in the top left of the Seismic Load Wizard screen in the Load Cases section From the Load Generation pull down menu in the Load Cases section the user has the option to consider generation of seismic loads based on ASCE 7 10 or from User defined input When the code specific option is used the user can enter parameters associated with Spectral Acceleration Site class Response Modification factors Occupancy factors Structure Periods and Mass Source See the associated design code for more details on governing site specific parameters that affect this input The mass source is taken from the default vibration load case that includes 1 Selfweight for the structure If additional mass it to be used in the calculation for base shear the user can go click Edit beneath the seismic mass or FEM Vibration and include any number of vibration combinations Once saved these additional combinations will be included in the menu for Seismic mass and can be selected FIGURE 5 24 shows the input for adding a new vibration load combination B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 89 Vibration Combinations Label Combination Vibration 1 1 00x Selweight Vibration 2 1 00 x Sefweight 1 00 Dead load Load Factor Load Case Re By hz Sefweight oo 0 00 1 00 E 0 00 000
127. lick this button to turn on or off the display of design sections for support lines As soon as this button is selected a floating toolbar is displayed that allows you to toggle between the display of support lines in the X and Y direction 1 Scale Down Values Use this button to scale down values for any graphical result that is displayed along the support lines it Default Scale Values Use this button to scale the curves back to a default scale for instance in situation where curves are displayed and the maxima are too large to fit or the minima are too small to notice a variance tn Scale Up Values Use this button to scale up values for any graphical result that is displayed along the support lines B2012_GSG_02202012 9 Produce and Review Design Results Index 166 4 Perpendicular Projection By default all curves are displayed perpendicular to the slab surface in the XY plane and this icon is selected De select this to flip the curves into the Z plane This option is generally used when viewing results in a 3D view ts Numerical Display Select this button to display the numerical result values for each design section along the support lines Display Min Max Values Select this button to only display the minimum and maximum result values along the support lines Result Display Settings Select this button to open the Result Display Settings window to select the desired results to be displayed and to s
128. line it creates if needed lt Support Line Wizard This tool creates a support line automatically The Support Line Wizard automatically generates a support line in the direction that you specify The wizard searches for possible supports over a strip specified by the band width you define The wizard detects slab edges column ends wall ends and wall center lines that are located within the band you define Once it creates a support line and displays it on the screen you will be able to edit it if needed B2012_GSG_02202012 Overview Index 22 Support Line Wizard Direction E Direction ft Band width to detect supports a Length to search for supports EM ft Angle for wall beam modeling 3 Degrees Wall 2 C a Angle greater than Support Line S Hr b Angle less than C Cancel FIGURE 1 13 Support Line Wizard ta Splitter This tool creates a new splitter Splitters are used to delineate a separation in the slab as pertains to support lines You can use them to identify the boundary of a region that you wish to consider in your design Also they can be used to identify the boundaries of a design strip tributary They have other important and useful functions too Each splitter is associated with the design intended for one of the orthogonal directions referred to as X or Y directions It is defined according to the strip direction the splitter is meant to affect Each splitter affects st
129. low sign displayed identifies the entity for snapping Undefined In this mode the program can be requested to create an Creation entity although the plane on which the entity is to be created is not displayed You must change the screen view go to Plan View if you are in Elevation before you can create the entity in mind FIGURE 1 23 Cursor Modes and Options 1 2 13 Story Manager Toolbar new feature FIGURE 1 24 Story Manager Toolbar Copy Reference Planes This tool allows the user to copy Reference planes which will insert a new level into the structure at the height specified above the current level Copy References Planes Number of copies 1 Distance 10 f cos FIGURE 1 25 Copy Reference Planes Input t Copy Move Vertical This tool gives the user the option to copy move or assign elements Structural elements and loads can be copied to a level or up or down a specified number of times Elements can be moved from one level or plane to another level or plane Elements can be assigned from one level or plane to another level or plane B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 31 selected items To plane High Root Cancel FIGURE 1 26 Copy Move Vertical Input Screen Reference Plane Manager This is where the user defines the number and naming of levels planes in the structure as well as each story height Using the input screen the use
130. lumn Reactions settings as shown in FIGURE 6 41 and select OK e The program will prompt the user to enter User s comment This input is used for describing the view if the view is printed or combined as part of a results report Leave the entry blank and select OK e The program will generate the graphical view of actions at each column as shown in FIGURE 6 42 e Using the Active level up and down tools en En the user can navigate to different levels to investigate column or wall reactions e The same process can be used for generation of wall reactions Additional graphical reports can be generated from Reports Single Default Reports Graphical These reports are described in more detail in the referenced document at the beginning of this chapter B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 135 Service Total Load 1 00 x Selfweight 1 00 x Dead load 1 00 ervic Su A 1 00 x seth g AA e enea aed triy E Late PANEI E LANT Dead toad 4 o pc nt E 4 45 XTreme rene INITIAL Windx 1 00 x Wind_PO STRENK WindY 1 00 x Wind P90 STRENGTH Wind_MX 1 00 x Wind_MO STRENGTH Wind_MY 1 00 x Wind_M90 STRENGTH Seismick 1 00 x EQX STRENGTH SeismicY 1 00 x EQY STRENGTH ISW 1 00 x Selfweight NO_CODE CHECK Sustained_Load 1 00 x Selfweight 1 00 x Dead load 0 30 x Li Long_Term 3 00 x Sustained Load LONG_TERM_DEFLECTION 4 wu j Select Al Select None
131. m are comprehensively discussed in the ADAPT Floor Pro 2012 User Manual Various examples of producing results will be shown below however these examples offer an portion of the types of results that can be viewed The user should make a detailed review of the manual referenced above for functionality that is not new to the 2012 version Features related to the reporting of results that are new to this version will be stated as such 6 3 1 View Analysis Results ADViewer Model_1_10CHange adv ADViewer File Edit UserInterface Settings Tools Help 1306006808982 2898a2Q8 gt 08 0 0 MO Fant s s PMURBD HeEeee Br2 Z27vvig Ad An Results 3 9 Deformation lt Z Translation lt X Translation lt Y Translation 3 Global Translation Q Beam Actions only Column Actions only Slab Wall Actions H Q Wall Actions only 1 9 Slab Actions only C Stress at Slab Mid depth GD Stresses Along XX GD Stresses Along YY C Stresses Maximum 9 Stresses Minimum ESAE e a 4 Load Cases Combinations Vibration Results Components and Entities Groups Planes for Display Ready FIGURE 6 7 ADViewer Graphical Interface The ADViewer is an integrated graphical results module for viewing finite element analysis results To open this module go to FEM gt View Analysis Results FIGURE 6 7 sho
132. mark at the point of intersection B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 29 Show Hide Radius of Curvature This tool displays the radius of curvature for the tendons in the model at each tendon mid point and support point as well as a check of whether or not this curvature meets the specified minimum radius as defined in the Shape System Friction tab in the Tendon Properties screen See FIGURE 1 22 Tendon 2 L 24 84 in CGS CGS Top First Bottom 1 fin fn 1 00 1 00 CGS 6s Bottom 2 l Top a in 1 00 100 x Jn an ow 0 50 0 10 0 10 L 25 08 System Reversed Parabola lt a 4 00 2 50 Reversed Parabola Reversed Parabola 2 50 2 50 3 50 250 2 50 2 50 2 50 0 10 0 10 0 10 0 50 0 10 Unbonded y 0 50 0 50 0 10 0 10 Unbonded gt Unbonded Reversed Parabola 2 50 3 50 2 50 010 0 50 0 10 Unbonded y 250 2 50 0 10 0 50 0 10 Unbonded FIGURE 1 22 Tendon Properties Shape System Friction display with Minimum Radius of Curvature R input at bottom of screen gt Trim Extend Tendon This tool enables you to trim or extend one or more tendons to a nearby slab edge 1 2 12 Cursor Function and Operation Depending on the cursor mode the program
133. n ooooccccnnncncnnnnnnnnnnnnononincnnnss 163 FIGURE 7 24 RC Only Analysis Design Options Column Strip Middle Strip 164 FIGURE 7 25 Support Line Results Scale Toolbar ooocccnnnnnononcnoncnoconononncncnncnnnnnnnnnnnos 165 FIGURE 7 26 Result Display Settings for Design Section Checks oooooooooncccnccnccnnnnnonnnnss 167 FIGURE 7 27 Bending Moments along X Direction for Service Total Load Combination T E E E E Pe teste E oy E aut OE A E OE T 168 FIGURE 7 28 Deflections along X direction for Service Total Load Combination 169 FIGURE 7 29 Bottom Fiber Stresses along X direction for Service Total Load Combat OR ui A iat edness Core acs A 170 FIGURE 7 30 Top Fiber Stresses along X direction for Service Total Load Combination EE E E el tt a eh as tee Se E E ohne Sate E EE 170 FIGURE 7 31 Precompression along X direction for Service Total Load Combination 171 FIGURE 7 32 Balanced Loading along X direction for Service Total Load Combination171 FIGURE 7 33 Generate Rebar Drawing Options erica xecccnd cts eaessessdagieceeineds anida delicia lnea 172 FIGURE 7 34 Rebar Drawins TOLVA ii 173 B2012_GSG_02202012 Index VII FIGURE 7 35 ADViewer Load Cases Combinations with Cracking oooooonocononononnnnnnnnonos 174 FIGURE 7 36 Z Translation for Cracked_ Sustained Load Combination 0 008 175 FIGURE 7 37 Compiled Report Generali T a 176 FIGURE 7 38 Compiled Repor
134. n be rotated to show the entire structure In some cases the results can be displayed more clearly for an individual level See FIGURE 6 12 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 110 Results Load Cases Combinations Vibration Results Components and Entities Groups Planes for Display Group 1 Ce Level 1 A Level 2 Ga Level 3 G Level 4 Ce Level 5 a Level 6 A Level 7 a Level 8 Ce Level 9 E Level 10 We Base FIGURE 6 12 Groups Planes for Display Tab The examples below are intended to show how to display specific results in ADViewer The full scope of functions within ADViewer encompass more than what is presented here The user should spend time exploring the entire set of functions in the module beyond the examples below 6 3 1 1 Viewing Global Z direction displacement for Selfweight e The default results tab should be set to Results and Deformation Z translation Retain this setting e Select the Load Cases Combinations results tab and select SW load combination of e Use the Display On Off tool to display the current contour result By default the Color Contour tool 1s set e FIGURE 6 13 shows the display of Z translation under selfweight only Note that the view will display a range scale to right side of the structural view Also the program displays the current view results and combination B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters I
135. ncncnnnnnnnnononnnnnos 27 FIGURE 1 20 Map Banded Grouped Tendons Dialogue ooococccccnccccncnnnnnnononnnncnoninnnnnnnos 28 FIGURE 1221 Tendon Elevation SECO e E 28 FIGURE 1 22 Tendon Properties Shape System Friction display with Minimum Radius of Curvature R input at bottom of SCreEn sisisi nena on i a a S 29 FIGURE 1 23 Cursor Modes and Options cccccccsecssecseecccceeesseeceeeccteasssseesecececeacseseeeeaees 30 FIGURE 1 24 Story Manager Toda ia 30 FIGURE 1 25 Copy Reterence Planes apta as 30 FIGURE 1 26 Copy Move Vertical Input Soren datan 31 FIGURE 1 27 Reference Plane Manag 60 uc pois 31 FIGURE 1 25 Save 46 Project Template is acs id 32 FIGURE 1 29 Modify S lection Toolbar ui A a 32 FIGURE 1 30 Modify Item Properties Input Screen oooooncnccnononononccnnnnnnnononannnnnnnnnnonanoninnnos 34 FIGURE gt Import DWG DXF DAOS o 35 FIGURE 2 2 Start and End Points of Calibration Line oooooconnnnncnnnnnnnnnnnnnnnnnonnnnncnnnnnnnnonoss 36 FIGURE 2 3 Groupine Dialos DO A ess 37 FIGURE 2 4 Reference Plane Manager Level Assignment Dialog box ee 38 FIGURE 2 5 Reference Plane Manager Level Assignment Dialog box updated 38 FIGURE 2 6 Transform to Structural Component Toolbar o oooooonnncncnnnonononnnnnnnononononinos 39 FIGURE 2 7 avers DIOS BOX a 39 FIGURE 2 8 Top Front Right View with Transformed Column and Column Dialog 40 FIGURE 2 9 Slab RES On Properes sorsien ao herri
136. nd Loadings Index 60 away from the extreme concrete fiber at all support points and mid span points except for the start and end points of the strand FIGURE 4 12 shows a plan view of the tendons with the CGS values created by the Show CGS values from Bottom CEI tool on the Tendon Toolbar gt pr A Edo i 3 L 1 H BIE AAMEN ue at 00 a 7 m LUD S RITO T 00 Teco FIGURE 4 12 Plan View of Tendons with CGS values Ao 4 El M lt I gt y A y o X FIGURE 4 13 3D View of Banded Tendons in Transfer Beams at Level 4 e Confirm the modeling of the banded tendons by reviewing the 3D view of the model See FIGURE 4 13 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings 4 3 Index 61 4 2 2 Additional Comments The user can take advantage of other visibility tools and views to confirm the proper location of tendons in the model Most other views can be selected from the View Toolbar or from the View model tool ty Using a similar approach distributed tendons or additional banded tendons located in beams or slab regions can be generated The user has complete control over where tendons are located the position and number of spans along a tendon the quantity of strands calculation method etc The approach previously described in this chapter gives a basic sample of how tendons can be created COPYING MOVING COMPONENTS VERTI
137. ndex 111 along with associated maximum and minimum values above the structural view e Use the Rotate View tool to rotate to a 3D view of the structure See FIGURE 6 14 e To isolate an individual level select the Groups Planes for Display results tab and select Level 4 Select the Refresh tool DA to update the graphical display See FIGURE 6 15 Unit 0 84 0 78 0 72 0 66 0 60 0 55 0 49 0 43 0 37 0 31 0 25 0 20 0 14 0 08 Qo 0 04 Unit 0 84 0 78 0 72 0 66 0 60 0 55 0 49 0 43 0 37 0 31 0 25 0 20 0 14 0 08 K 0 04 FIGURE 6 14 Z Translation 3D View B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 112 Unit in 0 60 0 55 0 51 0 47 0 43 0 39 0 34 0 30 0 26 0 22 0 18 0 13 0 09 0 05 B 0 04 FIGURE 6 15 Z Translation for Selfweight Level 4 e To view the warped displaced shape for a deformation view select the Warping tool See FIGURE 6 16 Note that in this image the beams are shown in their original position The color contours represent slab deformation hence this view will not show the beam as deformed When the warped view 1s turned off see FIGURE 6 15 the beam displacements are represented by a line diagram o e Select the Warping tool again to turn this view off e To isolate and view the beam displacements with values the slab view will be turned off Select the Slab Display tool Es to turn of
138. ne style and bar length to be calculated or library length e Material can be modified e FEM for elements to be considered or disregarded in analysis e Group to assign modify a group to associate elements B2012_GSG_02202012 Overview Index 34 ee E Width 72 00 in Depth 20 00 in fonder ee E offset down positive onsider hal z i Zoffset 0 00m Group 1 r ae IY Do not shift nodes automatically First end Second end _ Translation don he Along rr Z Along r Rotation Rotation I About s s 7 About s s Changes made herein apply to all selected components Cancel FIGURE 1 30 Modify Item Properties Input Screen Es Display All This tool turns on the display of all elements in the model previously hidden This does not change selections made in Select Set View Items Ir Display Selection This tool turns on the display of only the elements selected by the user and hides all other elements Hide Selection This tool hides the elements selected by the user B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 35 2 GENERATION OF 3D STRUCTURAL MODEL THROUGH DWG IMPORT The steps to follow for the generation of a 3D structural model of the floor system or multi level building structure through import of a drawing file are detailed below After the initial drawing has been transformed
139. nerate Rebar Drawing Line Contour View Design Results Toolbar View Design Summary Shift Nodes FIGURE 7 2 FEM Menu e From User Interface open the Modeling Toolbar and select the Create Support Line tool E s e Select the Item s Properties tool and ensure that the Direction 1s set to X direction Select the green checkbox at the upper left corner of the properties input e Utilizing the Snap Toolbar begin drawing the continuous support line by snapping at the edge of the slab near the upper left most column Continue by snapping a support line vertex click point at each column center point The final snap point should be placed at the opposite side slab edge See FIGURE 7 3 Where a wall exists that is aligned length wise in the direction of the support line snap points should be placed at each end Where a wall is oriented perpendicular or greater than 45 degrees from the global X axis orientation place the snap point near or at the center of wall in the direction of wall thickness Note that the user must make some judgment as to the placement of support lines and vertex points to provide the most logical arrangement of support lines The image shown below shows the support line highlighted In this view the square handles at each column represent a vertex The length between click points represents B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 147 a span for which design sections
140. nnnnnnnnnos 124 032 MECO MS a tddi 125 6 3 3 Support Line Results Scale Toolbar ui 128 6 3 3 1 Column Bending Moments About Local s s Axis for Full Structure 130 6 3 3 2 Column Axial Forces for Full structure ooooonnnccccncncnccnnnonononnnnnnnnnnnos 132 6 3 3 3 Wall Bending Moments about Local s s Axis for Full Structure 132 6 3 4 Graphical Column and Wall Reacti0DS cccccccccononoccnononononononcccnnnoninnnnos 134 6 3 5 Tabular Reports for Analysis ResultS ooococccccnoncncnnnnnnononononnnnnnnnonoss 136 6 30 Punching hear CRECK isaac a ii 138 Gi Manual Desioen SC close a 141 7 ADAPT Floor Pro Design of Slab Systems coooooooonoooooononccnonocnnnnnnnnononnononarocnnnanonos 144 Tal Support LANES and SPUIE S aisladas 145 LEL RID IPCC TOM atte six abe cae ieee eat O 145 TEZ AD ION did 151 7 2 Generating Design Strips and Design Sections ooooooooooconoconcnncnnnnnononcnnnnnnononoos 153 7 2 1 Manual Strip Generation ccccccccnnnccononnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnns 154 lili AUIOMAIC tp Genera oN ac 155 7 2 3 Manual Modifications for Automatically Generated Strips eee 157 a MCS Om tne Desten as CCHONS ae E 162 TA RESUS TOR SUPDOL LANES aia 165 Dsl Result Display SEUA dades 166 To Generate Rebar Dra wo is esa i a a 172 FO Cracked DEMCCUON Check 174 tet Compiled Repor Generator 4a si iaa 175 8 ADAPT MAT Workflow with ADAPT Edge cccccccccc
141. nnonnnnnnnnnnnnnonononononanananinnnnnss 70 Materials Assigning Supports CRITERIA and adding loads load combinations 71 Sr Seland Assien Material Properties iaa 71 5 2 AASSIOMING support conditions socero iae EE EN EEEE AE AE EA 74 I PECES CAS E AA 71 SA MONG e a T E 81 B2012_GSG_02202012 Index II Sl Fateh Load General its 81 AZ Wind Load Genera O is a E 84 543 SCB oad GeneraOm nian aiii sedans 87 5 4 4 Program Generated OAS visitas sichosswutetemnnsttebonddnmasnmantnnbanetuntememaiiehaseeedacnes 92 5 amp 3 Lateral Load Solution Sets A ld 95 DAG Load om bin an Ons alados 95 6 Finite Element Meshing Analysis and View Results oocccccccccccooccccnoncnonnnnnooo 99 OI Generation of atte element Mes ascii cnica 99 6 2 MalysiS Optonsand ANAL aura 101 65 VIEWING Analysis Re Ul essnee ia 104 6 3 1 View Analysis Results ADViewer oooooonnnccccccnononononcnnnonnnonncncncnncnnnnnnononoos 105 6 3 1 1 Viewing Global Z direction displacement for Selfweight 110 6 3 1 2 Viewing Global X and Y displacement for WindX and EQY 114 0 3 1 Viewing Column ACUSA id 117 O34 Viewme Bear ACUSA 119 0310 Viewine Slap ACUONS a i ee ees 120 6 3 1 6 Section Cut Tool for Viewing Slab Actions M V N 121 6 3 1 7 Viewing Extreme Fiber Slab Stresses oooooononcccocccononcccnnonononanannnnnnnos 123 6 3 1 8 Viewing Mid depth Slab Stress PrecoMpressl0N ccccccccccncnnnn
142. o 12x30 in These beams are shown below in FIGURE 4 24 e Double click on Beam 103 and change the dimensions from 24 inches deep to 30 inches deep Select the Location tab and enter a vertical offset of 12 inches This will create an upward vertical offset so as to generate an upturned beam e Select the Release Between Beam and other Structural Components tab and make the translational and rotational release selections as shown in FIGURE 4 25 This will allow the left end of the beam to rotate without fixity Click the green check mark to save these changes e From the View Toolbar use the View Model tool t to generate a rendered view of beam offset See FIGURE 4 26 You can also use the Create a Cut at a Specified Location as described in the previous section to view this upturned beam condition B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 69 FIGURE 4 24 Beam labels FIGURE 4 25 Beam Release Input Window B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 70 FIGURE 4 26 Rendered 3D View of Upturned Beam 4 6 REGENERATION OF COMPONENT CONNECTIVITY In previous sections several changes were made to the structural components It is critical that proper connectivity be established between components to obtain a properly formulated mesh and valid solution e Ensure that the model is in Full structure mode ef and select Build Preprocessing Establish Componen
143. o Strips Generate Design Sections Automatically Regenerate Tributaries Note that the program provides another option to use the Existing Tributaries when generating strips The option to use Existing Tributaries becomes active if the user has generated custom tributary regions or if the user has modified a program generated design strip If the user chooses to Regenerate Tibutaries manual tributaries or modifications to program generated tributaries will be overwritten B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 154 A complex geometry of the floor system or the existence of multiple slab regions may yield an automatic design section layout which the user would like to modify Often it is a combination of automatically generated and manually created design sections which will yield the most realistic and satisfactory layout of tributary regions 7 2 1 Manual Strip Generation nal Ensure that the model is in Single level mode navigate to Level 4 and switch the model to a Top View E Use the Select Set View Items tool oo to turn off the display of the X direction support lines and splitters and turn on display of Y direction suport lines These can be checked in the boxes related to Structural Components tab Click OK Select Support Line 9 in the Y direction Go to Strips Create Tributary Region Enter the custom tributary region as shown in FIGURE 7 11 Note this is similar to creating a sla
144. ociated with generating rebar and making modifications to reinforcement output using the Dynamic Rebar Design module DRD This module also includes functions related to the creation of base reinforcement Section 1 2 10 of this document includes a description of the Reinforcement Toolbar and associated functions The intent of this example is to show the simplicity of creating a rebar drawing after the design of sections has been completed Ensure that the model is in Single level mode nail navigate to Level 4 and switch the model to a Top View i l Use the Select Set View Items tool oo to turn off on the display of the X and Y direction support lines These can be checked in the boxes related to Structural Components tab Go to FEM Generate Rebar Drawing The input window shown in FIGURE 7 33 will be displayed Here the user can select the Load Combination for which the program will calculate rebar requirements Note that the envelope of all combinations is the default and the Envelope combination is automatically created by the program You may choose the Bar Length Selection based on Calculated Lengths or Library Lengths Select Library Lengths The definition of Library Lengths for rebar is in Criteria Rebar Round Up tab The Bar Orientation option can be selected for reinforcement being oriented along parallel to support lines or at some angle relative to the global axes By inputting an angle for the x and y directions the program
145. of patch loads can be initiated through use of the Loading Toolbar or from Loading Add Load Patch Load or Patch Load Wizard If the option for Patch Load is used vertices describing the shape of the patch region can be selected If the B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 82 option for Patch Load Wizard is used the program will map patch loads of specified magnitude and load case to selected slab regions For this example values of 0 020 ksf and 0 080 ksf will be used for Dead and Live Loads respectively at each level e Ensure that the model is being viewed in full structure 3D view ef na e Use the Select by Type tool h and select all Slabs The slabs at all levels will highlight red e From the Loading Toolbar select the Patch Load Wizard tool E The input window shown in FIGURE 5 17 will appear Enter the value for the Dead Load case as shown Repeat the step for Live Load of 0 080ksf Note that the patch loads will be displayed graphically at each slab FIGURE 5 18 The visibilty of such loads can be managed through use of the Select Set View Items tool 60 and the Loads tab The user can double click on any load to review or modify its properties See FIGURE 5 19 as an example Greate Batch Load Automatically Load case Dead load 0024 ksi Cancel Create FIGURE 5 17 Patch Load Wizard Input B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 83
146. ogram also reports stresses at mid depth also known as precompression for checking minimum code prescriptive requirements for post tensioned slab designs e From the Results tab select Stress at Slab Mid depth Along XX ov e Turn on the Display On Off tool and ensure that the Color Contour tool Y is set e FIGURE 6 29 shows the contours for mid depth stresses along the XX direction Note that this view can be shown in 3D and warped similar to views of previous results B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 125 e Mid depth stress results for the YY Direciton can be viewed using a similar process Unit ksi 1 93 1 67 1 40 1 13 0 86 0 60 0 33 0 06 0 21 0 47 0 74 1 01 yy 1 2 1 54 10 1 81 2 08 FIGURE 6 29 Mid Depth Slab Stress along XX Direction 6 3 2 Line Contours The main graphical user interface contains options for displaying line contours for bending action moment results of a slab about the M11 or M22 local axes Contours can be generated in Single level mode sail l The Line Contour tools can be activated from FEM Line Contour or from the Contour Toolbar air m7 Te sib a VYNAS FIGURE 6 30 Contour Toolbar 8 Generate Line Contour Use to generate line contours for a given load combination in the M11 or M22 direction after analyzing the structure WP Display Hide Contour Use to either display or to hide the line contour
147. on on the DRD module refer to ADAPT Floor Pro 2012 User Manual 1 1 7 Post tensioning Shop Drawing The Post tensioning Shop Drawing extension module provides the user with additional functionality as pertains to the creation of post tension shop drawings With this module it is possible to perform friction and elongation calculations manage the display of tendon chair support heights and calculate tendon quantities and generate tendon specific reports Detailed usage of the Post tensioning Shop Drawing module is outside the scope of this guide For more information on this module refer to ADAPT Floor Pro 2012 User Manual 1 1 8 Strip Modeling amp PT RC Export ADAPT also offers 2D Equivalent Frame Solution software for post tensioned and conventionally reinforced beams and slabs ADAPT PT and RC respectively These strip programs operate independently of Builder However it is possible to create a 3D model in Modeler Edge Floor Pro and export support lines for analysis and design in ADAPT PT or RC The use of this feature is outside the scope of this guide Additional documentation and tutorials related to the usage of the strip modeling capabilities within Builder can be requested by contacting ADAPT Support support adaptsoft com 1 1 9 Other Options on Initial Screen System of Units The user can choose the system of units by selecting SI American or MKS from the drop down menu In this guide we will use American units D
148. ononcnnnnnnnnnonanonos 119 FIGURE 6 24 Beam Moments for WindX Level 4 ooonncccccnnccoooccccncnononononcnnnnnnnnnononanoss 120 FIGURE 6 25 Slab Moments about Y Y Axis for Service Total Load Combination 121 FIGURE 6 265 lab Action Section CUL eae acinar lates 122 FIGURE 6 27 Slab Action Section Cut Moment Value ccccccnoocnncnnncnononononnnnnnnnnnnnnanonoss 123 FIGURE 6 28 Bottom Fiber Stress along XX Directi0ON ooooonnnnnccnnnnncncnnnnnononnonononnnncnonnnnnos 124 FIGURE 6 29 Mid Depth Slab Stress along XX DirectiOn oooooonncnnncnonononnncnnnnnnnnnnnnccnnss 125 FIGURE 6230 Contour Tocata asc cs dde 125 FIGURE 6 31 Generate Line Contour Options oocccccccncnoccnonccnnnnnnononononnnnnnnonononannnnnnnononananos 126 FIGURE 6 32 Slab Bending Actions M11 for Strength Condition cccccccccnnnnnnononocncnnncnnnos 127 FIGURE 6 33 Slab Bending Actions M11 Increased contour density ccccceeeeeees 127 FIGURE 6 34 Result Display Settings Line Contours oooccccncncnccnnonncnnnonononononnnnnnnnnnnnanonos 128 B2012_GSG_02202012 Overview Index VI FIGURE 6 35 Support Line Results Scale Toolbar ooocccccconononcnonoooonoononncncccnnnnonnnnnnnos 128 FIGURE 6236 Result Display Seu lt a 129 FIGURE 6 37 Column Moments about Local r r Axis for Seismic Xooocccccnnnnnocccnnnnnnonnnonons 131 FIGURE 6 38 Rotate View Input Window cccccccseeesececceeccceesseeee
149. ool is not limited to transfer levels It can be utilized for any level when in Single level mode For this example Level 4 consists of several transfer beams which have load from 5 levels above affecting their design Assuming the global analysis has occurred and we have a solution available the steps below show how to use the Program Generated Loads aa e In Single level mode navigate to Level 4 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 93 e Rotate the model so that it is in a 3D Top Front Right view ff e Select Loading Add Load Program Generated Loads The input window shown in FIGURE 5 28 will appear at a a Select load cases to use for program generated loads Dead oad Live aai cayat M Overwrite existing loads FIGURE 5 28 Program Generated Loads e Select the load cases to be included For this example Dead Load Live Load and Selfweight have been selected Note that when the program adds these loadings to the structure Selfwe1ght is converted to a Dead Load DL Select OK e Inthe graphical view of the structure point loads and line loads will be shown at columns and walls as seen in FIGURE 5 29 The height of the line and point loads indicates relative magnitude of these loads e Double click on any of the Program generated loads and the load property box will pop up similar to FIGURE 5 30 The program automatically indicates that the load is a Program Gen
150. operates in the same manner as the Transform Column tool 11 amp Transform Drop Cap Panel This button is used to transform a rectangle closed polyline into a drop cap or panel The tool operates in the same manner as the Transform Column tool H Transform Beam This button is used to transform a polygon closed polyline into a beam The tool operates in the same manner as the Transform Column tool 1 To be correctly considered in analysis beams must be modeled from support to support Ensure the polygon definition of the beam extent reflects this Transform Opening This button is used to transform a polygon closed polyline into an opening The tool operates in the same manner as the Transform Column tool I1 1 2 3 Selection Toolbar This toolbar contains all tools related to selecting specific elements objects and structural components in the model Each tool is described below B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 15 Selection Toolbar ES lm ET He Pt A Ed FIGURE 1 5 Selection Toolbar Itz Hint Mode When activated the arrow displays the identification of the entities to which it points In this mode you cannot select an entity by clicking on it tt Window Selection When this tool is highlighted the Pick Select mode is active You can select an entity by clicking on it or a group of entities by opening a window around the items while the left mouse key is held down
151. pening e For the next opening select the tributary region for Support Line 10 See FIGURE 7 19 e Shift the point indicated with the arrow in FIGURE 7 19 to the lower left corner of the opening as shown in FIGURE 7 20 Manually shifting or modifying tributaries is not limited to correcting tributary leaks near openings In some cases it may be necessary to make refinements to the general tributary region When shifting the bounding points of a region only the points handles on the polyline can be moved The user can use the Insert Point and Delete Point tools Ag Ox to generate a custom set of points on a polyline required to modify the tributary to the desired configuration e Now that manual modifications have been made to adjust tributaries for openings we can regenerate the strips based on Existing Tributaries Strips Generate Design Sections Automatically Existing Tributaries FIGURE 7 21 shows the new design sections These adjusted strips and sections will be used for the slab design at Level 4 in the Y direction The automatically generated sections will be used for the X direction without modification B2012_GSG_02202012 9 Produce and Review Design Results SS co uw aa E o z Index 162 avi puoddns FIGURE 7 21 Modified Design Strips and Sections for Y Direction 7 3 DESIGN THE DESIGN SECTIONS ADAPT Floor Pro recognizes the applicable design criteria associated wi
152. plan We will focus on slab modifications that will be made to Level 10 where the slab thickness was just revised to 10 5 inches The current plan for Level 10 is shown in FIGURE 4 18 Note that the slab regions show the thickness label associated with each unique slab region This can be invoked from the Select Set View Items tool f After completing the steps in this section the slab will be modified to what is shown in FIGURE 4 19 Follow the steps below to modify Level 10 e Select both openings at each slab region and use the Delete key to remove these This 1s the only modification to the slab region on the left side e From the Snap Toolbar turn on the tools for Snap to Endpoint vd and Snap to Vertices of Components a e From the Build Toolbar use the Create Slab Region tool z and place the rectangular slab at the left side of the right slab region from the left most points to the right corners of Columns 280 and 281 See FIGURE 4 20 for column and wall labels This is labeled as 8 inches in FIGURE 4 19 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 64 FIGURE 4 18 Level 10 Prior to Slab Modifications FIGURE 4 19 Level 10 after slab modifications B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 65 E Column 280 OLUMNA FIGURE 4 20 Level 10 Right Slab with Column and Wall labels e Double click on the slab region created in Step 3 to open its proper
153. r can set a level to the Current or Active level if desired Reference Plane Manas OOOO Name Elevation Height Top plane 0 00 10 00 Current plane 10 00 10 00 Label Bottom plane 0 00 0 00 Height l Features Add Delete Set as active FIGURE 1 27 Reference Plane Manager Active Level Up When in Single Level mode this tool toggles up to the next highest level in the structure If the user 1s already at the top most level this tool will temporarily become inactive Active Level Down When in Single Level mode this tool toggles up to the next lower level in the structure If the user is already at the bottom most level this tool will temporarily become inactive Single Level Mode This option affects all operations on the structure Using this the user can select to work on only one level at a time within the full structure All actions in Builder including Loading Meshing Analysis Design and Viewer etc will only apply to the individual level shown when modeling in Single Level mode The user can easily switch between single level and multi level modes by clicking one option or the other Multi Level Mode Full Structure Mode This option affects all operations on the structure Using this the user can work globally on all levels of the structure at once All actions in Builder including Loading Meshing Analysis Design B2012_GSG_02202012 Overview Index 32 and Viewer etc w
154. r column actions can be viewed using a similar process B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 119 1912 41 i 1459 40 165 99 726 1380 48 83 75 80 67 _ 43 24 2 08 de asas 34765 437 865 67 ene 1055 30 P571 22 e S 53 50 12 49 135 75 1731 12 d j 4 88 17 y 386391 73 07 71596 ga N 96 k B96 65 67 31 po 839 34 FIGURE 6 23 Column Moments for SeismicY Level 4 6 3 1 4 Viewing Beam Actions e Reset the view by exiting and re entering the ADViewer module from FEM gt View Analysis Results 27 0 e Turn off the display for slab columns and wall components e Turn on the Line Representation tool e Select the Load Cases Combinations results tab and select the WindX load combination e From the Results tab select Beam Actions Only Moment out of plane 123 y e Turn on the Display On Off tool and the Display Values tool e Select Groups Planes for Display results tab and select Level 4 Select the Refresh tool to update the graphical display e FIGURE 6 24 shows strong axis moments for the WindX load combination e Other beam actions can be viewed using a similar process B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 120 FIGURE 6 24 Beam Moments for WindX Level 4 6 3 1 5 Viewing Slab Actions e Reset the view by exiting and re entering the ADViewer module from FEM gt View Anal
155. re shown with their true deformed shape under the loadings applicable to the selected load combination Other displacements can be viewed using a similar process B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 117 Lil ln MIA UNA im Vi Al x 5 Vie I JN _ L tl al FIGURE 6 21 Global Deformation for Seismic Y 6 3 1 3 Viewing Column Actions 30 Turn off the display for Global 3D deformation eal Turn off the display for slab beam and wall components z d o e Turn on the Line Representation tool e The load combination selected should be set to Seismic Y e From the Results tab select Column Actions Only Axial Force B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 118 ye 123 e Turn on the Display On Off tool and the Display Values tool e FIGURE 6 22 shows the axial forces in columns for the SeismicY load combination Note that while the global view is shown the user can select an individual level for a more clear view of results 37 92 37 92 94 47 43 02 73 19 26 74 26 74 e From the Results tab select Column Actions Only Moment about A axis HE FIGURE 6 22 Column Axial Forces for Seismic Y e Select Groups Planes for Display results tab and select Level 4 Select the Refresh tool to update the graphical display e FIGURE 6 23 shows strong axis moments for the Seismic Y load combination e Othe
156. relative to the result being displayed for wind action in the global Y direction B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 133 1645 45 gt 2 IR po NA A R T 5 5 o 2 A LA do AA a E SA CA O A AA A AA AAA MAA AA pan YA o A TNA A FIGURE 6 40 Wall Moments about Local s s Axis for Wind Y B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 134 6 3 4 Graphical Column and Wall Reactions In Builder 2012 column and wall reactions can be graphically reported at the top or bottom of vertical elements in the main graphical user interface This input can be activated from Reports Single Default Reports Graphical Results can be customized to include any combination of the following actions Fr Fs Fz Mrr Mss or Mzz When a single load combination is selected the actions listed above are reported as unique values associated with the combination When more than 1 combination is selected the user has the option to envelope results for a single action and report a corresponding result for that given envelope action Results can be reported with respect to Local or Global axes nail e Using the Story Manager Toolbar switch the model mode to Single level and switch the model to a Top View i g e Using the Active level up and down tools navigate to Level 1 e Select the options shown in Co
157. ression spring soil support options note that the program automatically uses the option for Analyze structure with compression springs Select the option to Include loads from building solution By selecting this the program will consider actions due to lateral loads in columns and walls at the base level for a comprehensive design of the foundation See FIGURE 8 7 After the analysis is complete select OK In this step we are analyzing only the base level since we are in Single level mode B2012_GSG_02202012 9 Produce and Review Design Results Index 185 Select load combinations for analysis Service Total Load 1 00 Seffweight 1 00 x Dead load 1 00 x Live load 1 00 Prestressing SERN ervice Sustained Load LOO x Selfweight 1 00 x Dead load 0 30 Live load 1 00 Prestressing 5 Strength Dead and Live 1 20 x Selfweight 1 20 x Dead load 1 60 x Live load STRENGTH Strength Dead Load Only 1 40 x Selfweight 1 40 x Dead load STRENGTH Initial 1 00 x Selfweight 1 15 x Prestressing INITIAL WindX 1 00 x Wind PO STRENGTH Windy 1 00 Wind P90 STRENGTH Wind MX 1 00 x Wind M0 STRENGTH Wind MY 1 00 Wind M90 STRENGTH smic 1 00 x EQX STRENGTH 1 00 xEQY STRENGTH SW 1 00 x Selfweight NO_ CODE CHECK Sustained Load 1 00 x Selfweight 1 00 x Dead load 0 30 x Live load 1 00 x Prestressing CRACKED Select Combinations Select All 13 of 13 combinations selected Warn me if any load cas
158. ried out level by level An extensive description and review of functions related to the Punching Shear Check in ADAPT Builder can be found in the ADAPT Builder 2012 User Manual The purpose of this section 1s to describe the required steps to complete the check in the program and to produce punching shear results as it relates to this example nai e Using the Story Manager Toolbar switch the model to Single level mode and switch the model to a Top View el e Using the Active level up and down tools wr cai navigate to Level 1 e Go to FEM Punching Shear Check The execution will begin and when completed the program will return a message stating that the Operation successfully completed Click OK e To view a graphical summary of Punching Shear Check results from the Support Line Results Scale toolbar use the Display Punching Shear Design Outcome and Numerical Display tools 23 See FIGURE 6 44 At column or wall locations where the check applies the program will graphically report the check status and the controlling stress ratios SR with respect to the local bending axes Where combined effects are considered as part of the Criteria input for Shear Design the program will report separate axis stress ratios and a combined stress ratio The status indicators include NA Not Applicable This will be shown if the column is connected to a beam or wall endpoint or if a wall has a length thickness ratio greater than 4 0
159. rings Note Since the structure incudes compression spring superposition of load cases does not apply Load takedown and results of building solutions will not be available in level mode Indude vibration analysis M Stabilize slab automatically against in plane translation and rotation MW Show this dialog whenever I Analyze Structure coe FIGURE 6 4 Analysis Options During the course of creating a model and adding loading it is possible to define a load case and a load combination including that case without actually applying any loading of that type to the model The user may choose to select Warn me if any load case will be ignored in analysis for the program to activate a check to alert the user if any such load cases without defined load are being included in the analysis When this option is active and a load case without applied loading is active for analysis a window will appear as shown in FIGURE 6 5 when the model is analyzed The warning allows the user to a continue with the analysis without a solution for the listed load case s or b Cancel the analysis or c Delete from Load Combinations to remove the indicated load case s from the load combinations selected for analysis B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 103 Warning pS The following load cases will not be induded in analysis Load case 1 Load cases that don t indude loads Delete from Load Combinations
160. rips in one specified direction at a time Therefore separate splitters should be drawn for each direction For example if a splitter is intended to affect the strips in the X direction 1t must be defined as X direction B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import Index 23 Splitter General Location Properties H Label Splitter 1 Group Group Support Line FIGURE 1 14 Splitter Property dialogue screen a Strip Method Load Transfer Specific to exporting a design strip to ADAPT PT or ADAPT RC When a support line is to be supported by another support line that it intersects and transfer its load to the supporting line but there is no physical support such as a column or wall at the intersection the reinforcement or post tensioning in the slab is designed to carry the load of the support recipient support line In this scenario the Strip Method Load Transfer tool is used to generate a point support at the intersection In modeling for strip method you must mark the location where a support line is shedding load without the presence of a supporting wall or column 3 Connect Drop Caps to Columns This tool is used to connect all existing drop cap endpoints with the endpoint of the adjacent column The center point of the drop cap is moved to the center point of the column The connection of column and cap makes sure that the complete cross sectional area is taken into a
161. rk Wert q EEN AEREA METIA ALOT 7 tor tna ay eee 1E TEN mimi rel The distance shown with the pink circles between several of the items _ is less than the suggested mesh size you have specified You have two choices 1 Click OK to continue for a possible solution 2 Click Cancel and re mesh with a smaller suggested mesh size cane FIGURE 6 2 Node Proximity Mesh Warning B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 101 AO EAN A A ke TF gt AA i nd Fi ds P ee i eat A A HU o te Element Meshing ini isplaying F 3 Completed Model di FIGURE 6 6 2 ANALYSIS OPTIONS AND ANALYZE d Analysis Options dialogue window improve ins a new and ilder 2012 conta he user more control over the set of comb Bu ADAPT iven is it can be analyzed for any g nations to lable to the user p giving t or to analys fl ions aval 4 shows the opti FIGURE 6 be accessed by FEM Analyze Structure or FEM Analysis Options operation By default the 1S lable for analys The user can use the mouse and cursor to select any ions screen Select load combinations for Inations aval the load combi The window at the top of the Analysis Opt analysis will show nations program selects all comb lected Below the Load Combinations for analysis window inations se number of comb he
162. rt amp Export RCRPT Md Generic Y Revit MA Robot Y STAAD Pro MJ ETABS FIGURE 1 1 ADAPT 2012 Builder Initial Screen Programs in ADAPT Builder are Modeler Edge Floor Pro MAT and SOG with extension modules B2012_GSG_02202012 Overview Index 10 ADAPT Builder s initial screen is shown in the FIGURE 1 1 The user can select the Structure Type and choose among the following 1 Full building modeling and analysis EDGE 11 Elevated Floor Systems Beam Frames Grid Frames FLOOR PRO Gu Mat Raft Foundation Grade Beams MAT iv Post Tensioned Slab On Ground SOG 1 1 1 ADAPT Modeler Modeler is the modeling component of Builder As a basic interface of the Builder platform Modeler will remain on anytime Builder is open 1 1 2 ADAPT Edge New Feature Edge is a modeling and analysis tool for multistory concrete structures The User can select Edge independently or with either Floor Pro or MAT Edge cannot be selected with SOG If SOG is selected the Edge option will automatically be de selected Edge can perform multi level global or single level analysis The only design scope of Edge is limited to the use of Manual Design Sections See Section 6 3 7 1 1 3 ADAPT Floor Pro Floor Pro is a modeling analysis and design tool for elevated concrete slabs beams and floor systems Floor Pro can run independently or together with Edge 1 1 4 ADAPT MAT MAT is a modeling analysis and design tool for soil suppo
163. rt line does not mean there will be a discontinuity in action flow o Support lines have no bearing on the analysis of the slab and are used only in the design process Design settings can be defined for each support line Double click on Support Line 2 to open the Support Line Properties input Select Design Section Options See FIGURE 7 5 Options are given to modify the Display of design sections and results change the Maximum number of design sections per span and change the Distance from the face of Column to the first design section to each side of column FIGURE 7 6 shows the Design tab which allows the user to set the design criteria type for the support line and modify the position of top and bottom rebar that will be defined for that support line FIGURE 7 5 Support Line Design Section Options B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 149 General Location Design Criteria Twa way sab Fortoprebaruse Quterlayer Inner layer For bottom rebar use Outer layer Inmerlayer Crena The design Crtena specified in the entena pull down menu supersedes the entry in this dialog window where there is conflict FIGURE 7 6 Support Line Design Criteria The settings for multiple selected support lines can me modified through use of the Modify Item Properties tool l Support Line 2 is continuous and passing through a slab in Spans 1 4 and 5 and passing through
164. rt mat raft foundations spread footings pier caps grade beams and combined or strip footings MAT can run independently or together with Edge 1 15 ADAPT SOG SOG is a modeling and analysis tool for post tensioned slab on ground projects on expansive or contractive soils utilizing an enhanced PTI method SOG will only run independently and cannot be used with Edge Description of the workflow of SOG analysis is outside the scope of this Guide For information on ADAPT SOG refer to ADAPT SOG 2012 User Manual 1 1 6 Dynamic Rebar Designer DRD The Dynamic Rebar Design DRD extension module provides additional capabilities in Builder by giving the user full interactive access to the graphical definition or modification of slab and beam reinforcement including orientation bar size spacing cover mesh and more The DRD module allows the user to specify existing reinforcing in a structure or typical bars such as corner bars rebar above supports or around openings In this way the DRD module enables engineers to accurately investigate existing structural capacity of slabs foundations and floors B2012_GSG_02202012 5 Generation of 3D Structural Model through DWG Import 1 2 Index 11 systems Additionally the DRD module provides the user with automated report generation of post tensioning steel and conventional reinforcing steel quantities Detailed usage of the DRD module is outside the scope of this guide For more informati
165. ructure in ADAPT Edge FIGURE 3 10 B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 50 ig i j Aj ff ff 4 ff Of d o E ms A V pS yA Y j y NN ny y 5 ci i eine te hra A a m Wa A Ya T S are gt 3 in gt j N A A X h EN 4 AS lt lt AA EA PE A A p E 7 A r E NN A Ny A EAN PUN YA mh KA MAA Ss a gt e SS N N DA AA NA EDEN FIGURE 3 10 Imported 7 Story Structure Shown in 3D Isometric View in ADAPT Edge 3 3 IMPORTED MATERIAL MODIFICATIONS AND COMPONENT CONNECTIVITY All material types defined in the Revit model are imported to ADAPT Builder during the import In some cases not all material definitions will be used and assigned to components in ADAPT Builder Also component offsets in Revit may need to be adjusted within the Builder model so as to establish proper component connectivity for the analysis This section describes how to modify both e Go to Material gt Concrete to view a list of the material assignments imported from Revit Note that any concrete assignment will be imported FIGURE 3 11 The concrete property called Concrete CAST IN PLACE will be used for all components in this example Highlight and delete all other material types NOTE Prior to deleting material types make sure all components are assigned to the proper material Follow these steps a Window the entire structure so t
166. s after generating them Y Increase Number of Displayed Contour Lines This menu allows you to increase the displayed number of contour lines B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 126 A Reduce Number of Displayed Contour Lines Use this menu to decrease the number of contour lines for your model 125 DisplayyHide Text Shown on Contour Lines Use this menu to either display or to hide the labels for the contour lines that are labeled gg Contour Display Setting This menu will open the Result Display Settings screen to view or modify the contour line display settings e Ensure that the model is in Single level mode and toggle to Level 4 e From the User Interface menu select the Contour Toolbar option e Use the Generate Contour tool Y and the Generate Line Contour input window will appear as shown in FIGURE 6 31 e Select Strength Dead and Live and M11 for slab actions Note the program offers input for orienting the contours by angular input from the global X axis to the local 11 axis The default orientation is for the 1 1 axis to coincide with global X Generate Line Contour de Load combination A Slab actions f M11 bending moment about local axis 1 C M22 bending moment about local axis 2 7 Orientation Angle from global X axis fo to local axis 1 degrees FIGURE 6 31 Generate Line Contour Options e The line contours will be shown as in FIGURE 6 32 The
167. s checked for two way punching shear will be displayed 1 2 10 Reinforcement Toolbar B2012_GSG_02202012 Overview Index 26 Reinforcement X EEES FIGURE 1 17 Reinforcement Toolbar EE Generate Rebar Drawing This tool creates refreshes the generation of rebar drawing e Open Rebar Display Options The dialog window gives you full control over the display of reinforcement Display Hide Rebar This is simply a toggle switch to turn the display of the entire reinforcement on the plan on or off 2 Create Mesh Reinforcement This tool enables you to specify a wire mesh fabric or rebar layout over one or several areas of the floor system Mesh Rebar Wizard The wizard lets you define mesh reinforcement over a specific region of slab that you select 1 2 11 Tendon Toolbar Tendon Toolbar FIGURE 1 18 Tendon Toolbar Create Tendon This tool enables you to draw a new tendon Display Tendon This tool turns on or off the graphical display of tendons Map Distributed Tendon This tool enables the user to optimize distributed tendon layout based on a selected tendon Once a tendon is selected click this tool to open the Map Distributed Tendons dialogue FIGURE 1 19 The user can choose how to distribute the tendons either based on a specific number of times to replicate the tendon or by optimizing the tendon layout and design based on precompression self weight to balance and the master span of the ori
168. s occur during the meshing sequence the program will report back the errors regardless of what building mode you are working in By default the program uses a Sparse Mesh composed of quadrilateral shell elements Beams and columns are composed of frame elements along their length At the onset of an analysis operation the program generates the vertical wall mesh in which node compatibility is maintained with the horizontal set of analysis nodes representing at corners of shell elements The wall mesh can only be viewed after the analysis has been completed For a more consistent pattern of shell elements the option for Uniform Mesh can be selected from Criteria Analysis Design Options Meshing This generally results in a mesh pattern which is more closely spaced containing smaller shell elements Such a pattern will require longer computation times compared to a Sparse Mesh of the same model If a mesh has been generated for a multi level model the mesh for any single level can be used for an independent level analysis In other words that level does not require a re mesh unless components have been modified loading has been added or removed or tendons have been added or removed For this example the Sparse option will be used Follow the steps below to mesh the global model e Go to FEM Automatic Mesh Generation The meshing settings as shown in FIGURE 6 1 will be displayed e Ensure that the model is being viewed in full structure 3D
169. s shown in FIGURE 7 9 Note Support Line 8 is skewed at the top end to connect the wall endpoint to the column centroid This alignment of the support line follows the most reasonable path of the flow of bending action in the slab in this direction cA cA E E A La E D 5 o DB a a Oo QO a A A x x pe E Ey pe 2 4 es 3 a a co ai 5 FIGURE 7 9 Support Lines in Y Direction e Similar to what was done for the X direction support lines ensure that all Y direction support lines are assigned to the proper design criteria e From the Modeling Toolbar open the Splitter tool e and the ltem s Properties tool ES Change the direction to Y direction and input splitters as shown in FIGURE 7 10 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters aul puoddns Index 153 va 3 Q 3 e pa 3 D 0 Or auiq Rvoddns ul FIGURE 7 10 Splitters for Y Direction 7 2 GENERATING DESIGN STRIPS AND DESIGN SECTIONS Once support lines and splitters has been created the user can generate Design Sections to design the slab considering adequacy serviceability checks reinforcement design and layout cracked deflection checks and more Design strips can be automatically generated by the program or manually created from custom input of the tributary region which defines the strip Both methods will be described in this section To automatically generate design strips go t
170. selected vertex and the previous vertex If the first vertex 1s chosen then the new vertex is added at this end To add a vertex do the following e Select the entity B2012_GSG_02202012 Overview Index 18 e Click on the Insert Vertex tool r e Click on one of the entities vertices Another vertex will be added to the entity adjacent to the selected vertex Item s Properties Alt Enter This tool opens up the Properties dialog box for the selected entity The properties may then be edited as specified in other parts of this manual This dialog will also come up when an entity is double clicked 4 Group Selection This tool creates a block containing all entities currently selected The block may then be dragged as one unit across the screen Explode Block This tool breaks down a previously created block into its components It also works with blocks of imported DWG or DXF files 1 2 4 Camera and Viewports Toolbar This toolbar is used to display different views of the model zoom in or out pan and show multiple port views of the structure The tools on the toolbar are self explanatory The hint text associated with each tool provides additional information The following describes several of the less commonly used tools 8062653 38983988973400 FIGURE 1 8 Camera and Viewports Toolbar Redraw This button clears and then re draws the entire display The following buttons display the model from diff
171. ser has complete control over the defined creep and shrinkage factor cracked deflection combinations and long term combinations which best represent the long term deformation behavior intended for a given model The template option can be used multiple times in succession and modified by the user B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 99 6 FINITE ELEMENT MESHING ANALYSIS AND VIEW RESULTS 6 1 GENERATION OF FINITE ELEMENT MESH The modeling of structures in ADAPT Builder represents an object oriented modeling approach where the physical components are represented with their given dimension and orientation with respect to the global model This approach allows flexible modeling of components which best describes how the components would actually be constructed and connected The meshing algorithm within ADAPT Builder is tuned to handle complex geometries and component arrangements by way of the Node Consolidation feature Within the context of this guide the objective is to show the user how to generate a suitable mesh that allows the global model analysis to be completed and a solution realized A more comprehensive overview of meshing in ADAPT Builder can be found in the ADAPT Builder 2012 User Manual Once a model has been completed and is ready for analysis the meshing can be performed Note that meshing formulation is similar for a global structure as compared to a single level analysis If error
172. ses an iterative analysis procedure to obtain unique solutions for each load combination Superposition of loads does not apply and therefore if the user wishes to design the foundation level independently load takedown 1s not applicable and the design becomes dependent on the global solution B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters 6 3 Index 104 If the intent is to analyze and design a foundation level it 1s recommended the first option be used A design workflow for these settings will be shown later in this manual Include Vibration Analysis initiates a vibration analysis for each level If this option is invoked the program will report mode frequency and period for each level This data can be used to perform a vibration check Vibration analysis 1s outside the scope of this guide For additional information regarding this option see the ADAPT Floor Pro 2012 User Manual Stabilize slab automatically against in plane translation and rotation is active only when an analyzing a single level in which case the option is selected by default The default support condition for Single level mode is a fixed roller allowing for translational freedom in the global X and Y directions This condition is meant to mimic an elevated level in a multistory model and to allow for free shortening of the slab when post tensioning is used The user has the flexibility to a modify the support conditions as described earli
173. t the working reference plane is set to Current Plane When levels defined in the exchange file are imported the program will update the reference planes For example slabs defined at Level 5 will be assigned a reference plane of Level 5 instead of Current Plane For this example we will create a new model of the entire structure as shown in FIGURE 3 8 The Import Options also includes a feature allowing similar slabs to be merged during the import If slabs that are located on the same plane have the same thickness offset and properties the program will merge the slabs into one region import Options So Components Loads Load Cases Load Combinations Select the components to be imported fo m y 7 y i y 7 Update model I Merge similar slabs during import Create new model i Import Entire Structure Levelt Current plane OK Lancel FIGURE 3 8 Import Options Dialogue Window When the import is complete the structure will open in View Full Structure Son the Story Manager Toolbar A plan view will appear as shown in FIGURE 3 9 All imported levels components and loads will be shown B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 49 FIGURE 3 9 Imported 7 Story Structure Shown in Plan View in ADAPT Edge e Click on the Top Front Right View MI in the Camera and Viewports Mini Toolbar and you will see an isometric view of the imported st
174. t Connectivity B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 71 5 MATERIALS ASSIGNING SUPPORTS CRITERIA AND ADDING LOADS LOAD COMBINATIONS 5 1 SET AND ASSIGN MATERIAL PROPERTIES In Section 3 3 we showed how to remove unused concrete material types that were imported from the Revit model We are now going to generate a new concrete material to assign to all columns and walls in the model In addition the reinforcement and prestressing material assignments will be confirmed e Go to Material Concrete and the input window for Concrete will open Click on Add button to add another concrete property See FIGURE 5 1 Y Cyhlider Strength Cube Stern ed FIGURE 5 1 Concrete Material input e Name the added material CONCRETE COLUMNS Specify Weight Wc 150 pcf and 28 days Cylinder Strength fc as 6000 psi Modulus of Elasticity of concrete is automatically calculated and displayed by the program using fc and Wee and the relationship as mentioned in section 8 5 1 of ACI 318 11 is given below The user is given the option to override the code value and specify a user defined substitute User can specify Wce in place of Wc which will be used only to calculate Ec value Ec We X 33 VE c US Ec Wc X 0 043 Vf c SI Where Ec modulus of elasticity at 28 days psi MPa fc characteristic cylinder strength at 28 days Wc density of concrete 150 1b ft3 2400 kg m3 B2012_GSG_02202012
175. t Generator with expanded SectlODS cccccooooonccnnnnnnnnnnnnnnos 176 FIGURE 7 39 Compiled Report Generator with selected reportS cccocooooonnccncnnnnncnnnonnnnns 177 FIGURE 7 40 Print Options for Compiled Reports ooooccccncnoccconocccnnnnnnnnnnncnnnnnnnononanonoss 178 FIGURE 8 1 Builder Platform Module Selection MAT Workflow 1 coccccoooooo o 180 FIGURE 8 2 Plan View of Base Level mat foundation occccncncccncncnncnnnnnnnononononnnnnnnonononinoss 181 FIGURE 8 3 Plan View of Base Level mat foundation occccccccccccncnncnnnnnnnononononnnnnonononnnanoss 181 FIGURE 8 4 Side View of Model with mat foundation and soil support ccccccccoooom 182 FIGURE 8 5 Z deformation at Base Level for Service Total Load condition 183 FIGURE 8 6 Soil Pressure at Base Level Workflow l ooocccocccocoooonoccnnnnonononononoss 183 FIGURE 8 7 Analysis Options for MAT Workflow Z o ooccccccoconoccccccnnonnonononocncncnonononnnns 185 FIGURE 8 8 Soil Pressure at Base Level Workflow 2 ooooooncccnccononononooccnnnnnononononos 186 B2012_GSG_02202012 Overview Index VIIT B2012_GSG_02202012 Index 9 1 OVERVIEW OF ADAPT BUILDER PLATFORM 1 1 ADAPT BUILDER 2012 Developed from the ground up with ADAPT Building Information Modeling BIM Technology the ADAPT Builder Platform is a collection of fully integrated design and analysis tools for con
176. te to Level 4 When entering tendons it is most useful to do so in a plan view Switch the model to a plan view using the View Toolbar e Using the Story Manager Toolbar switch the model mode to Single level e From the User Interface menu select the Tendon Toolbar FIGURE 4 5 A description of the tools located on this toolbar are summarized in Chapter 1 Tendon Toolbar El a tug Sy i x T EA FIGURE 4 5 Tendon Toolbar B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 57 e The first banded tendon will be modeled at Level 4 along Wall 135 and Beams 41 and 45 as shown in FIGURE 4 6 FIGURE 4 6 Tendon 1 Modeling Location e Use the Add Tendon tool a and snap from the left endpoint of wall 135 to the right endpoint and the second and fourth columns located to the right of the wall along the beams These columns are supporting the transfer beams In this case the first and third columns to the right of the wall are above the slab and should not be defined as end points for the tendons NOTE You may need to select some of the snap items from the Snap Toolbar to properly snap to endpoints of walls columns and beams The tendon should appear in plan as shown in FIGURE 4 7 FIGURE 4 7 Tendon 1 Plan View e Double click on the tendon to open the Tendon Properties window Change the Number of strands to 30 and leave the area per strand and tendon duct height as unchanged See FIGURE 4 8
177. teria isa dd ia 149 FIGURE 7 7 Splitters for X Dire CM A ii 150 FIGURE 7 6 Support Line an Y DIFE Cno a asa 151 FIGURE 7 9 Support Linesin Y Dire C Oria 152 FIGURE 7 10 Splitters tor Ife OM verge ccrsueungadetitaed tenn tenets E a enececutineianaes 153 FIGURE 7 11 Manually Generated Design Strip for Support Line 9 oooonnnnnncncncnonnnnnn 154 FIGURE 7 12 Manually Generated Design Strips for Y Direction c cccesseeeeeeeeeeeeees 155 FIGURE 7 13 Automatically Generated Design Strips and Sectl0nS oooooonnnnnncncnnnnnnonnnns 156 FIGURE 7 14 Viewing Options for Design SectlONS ooooooocnnnnnnnoncnooncnnnnnononnnnnnnnnnnnnnnnnanonoss 157 FIGURE 7 15 Design Strips and Sections for Y Directi0ON oocccccnnnnnnccnnnononononacnnnnnnnnnnnnnns 158 FIGURE 7 16 Idealized Design Tributaries for Y Direction eee ceeeeeeeeeeeeeeeeeees 159 FIGURE 7 17 Support Line 9 Tributary Region cocccccccnnnnnnnnnnnnnnnnnnnonononononnnonononnononononoos 159 FIGURE 7 18 Support Line 9 Modified Tributary at Opening cccccccncnnnnnnnnninonnnnnnnnnnnanononoss 160 FIGURE 7 19 Support Line LO Tributary Re S101 ii li 161 FIGURE 7 20 Support Line 10 Modified Tributary at Opening cccccccccccnnnnnnnininonnnnnnnnnnnnnnss 161 FIGURE 7 21 Modified Design Strips and Sections for Y Direction ee eeeeeeeeeeeeeees 162 FIGURE 7 22 Design Criteria Display OPM sia iiaia aaa a 163 FIGURE 7 23 Design Criteria Display Option Y Directio
178. th the design of a section based on the presence of post tensioning When a tendon intersects a design section regardless of the angle or orientation relative to the section the section is designed with respect to building code provisions governing prestressed design This may apply for two way slabs one way slabs or beams depending on what the support line criteria is defined as When a design section is not intersected by at least one tendon the program designs the section relative to building code provisions governing conventional reinforced concrete design for two way slabs one way slabs or beams The program includes a new feature Design Criteria found in the Result Display Settings ow tool in the Support Line Results Scale Toolbar The option is shown in FIGURE 7 22 When selected the program graphically reports the criteria associated with each design section See FIGURE 7 23 The option is available after designing the sections has been completed B2012_GSG_02202012 9 Produce and Review Design Results Index 163 Stength Dead and Live Select results to display Status C Action C Deflection Maximum allowable L 360 OK Masamam allowable dnit i ps Design criteria lt a FIGURE 7 22 Design Criteria Display Option Re th op AT ss ete o O PP rol Se ey ee oe OE AS ey Y PAR Bean R fe rent Beon P m a aoe o Beon R akie SE o o o o o ooo aeey rer RC A ETA A rd ralos 2 sob E Po Tworwoy R
179. the Level Assignment tool cet from either the Story Manager Toolbar or the Build Toolbar or through Build Construction Aids Level Assignment See FIGURE 2 4 Click Add as many times as necessary to get to the total number of levels in your structure Then click on each level name to highlight it and the name will be shown in the box on the right under Features In this box rename the level as desired until your levels are defined correctly as shown in FIGURE 2 5 Note that with each level the user may also define the story height of that level For this example the default story height of 10 0 will remain Note that it is not required to rename the levels but it is helpful to name them to correlate with the structure you are analyzing designing e To begin with this example turn on Group Level 1 in the Group Library and set Level 1 to active in Story Manager by selecting Level 1 from the list and clicking Set as Active Then click Close User will notice on the bottom right of the screen in the Status Bar Level 1 1s shown as the active Level and active Layer B2012_GSG_02202012 Overview Index 38 Reference Plane Manager Name Elevation Height Top plane 0 00 10 00 Current plane 10 00 10 00 Label Bottom plane 0 00 0 00 Height Features Add Delete Set as active FIGURE 2 4 Reference Plane Manager Level Assignment Dialog box Reference Plane Manager Name Elevation He
180. the global deformation display See FIGURE 6 18 Note that in this view all B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 114 components are shown with their true deformed shape under the loadings applicable to the selected load combination FIGURE 6 18 Global Deformatin for Selfweight 6 3 1 2 Viewing Global X and Y displacement for WindX and EQY e Select the Load Cases Combinations results tab and select the WindX load combination e From the Results tab select Deformation PX Translation e To Isolate an individual level select the Groups Planes for Display results tab and select Level 4 Select the Refresh tool ball to update the graphical display B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 115 e Use the Display On Off tool to display the current contour result 23 e Select the Display Values tool to show the column deformation values at each column frame element e FIGURE 6 19 shows the display of X translation for WindX at Level 4 Note that the view is shown with both beams and slabs display turned off so as to isolate the vertical elements The inter story drift at a specific location can be taken as the difference between the top and bottom column displacement values File Edit UserInterface Settings Tools Help ac SmG e Pre sg PseenQgeeanrrG00 M0 30 0 tsa KF TRE HOEeee fiw i CI IA A TAS da da Resuts Windx XTranslation 7 Lond C
181. ties box Enter a slab thickness of 8 inches Select the Location tab and enter a vertical offset of 1 5 inches Vertical offsets entered as positive are downward Click the green checkbox in the upper left hand corner to accept the changes e Select the 3 beams oriented in the Global X direction at the left end of the right slab region and use the Delete key to remove them e Use the same procedure to delete the beam in the Global Y direction at the bottom right side of the slab region Confirm that the proper beam s have been removed e Using the Create Line tool Z on the Draw or Draw Mini Toolbars to create the constructions lines as shown in FIGURE 4 21 The Snap Toolbar can be utilized to snap to various locations along components like midpoints endpoints orthogonal snapping etc B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 66 FIGURE 4 21 Construction lines used to modify slab region e Highlight the slab region and shift the square handles at each vertex to the locations as shown in FIGURE 4 22 The Snap Toolbar will again be utilized to snap to the proper locations B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 67 FIGURE 4 22 Final Slab Position e As described above generate a construction line extending lengthwise along Wall 211 from connecting endpoints of the wall Shift the right most boundary of the wall to the left to w
182. tions 7 and 8 of this document In Builder select File Import REVIT E Builder ADAPT Floor Prom E File Edit View User Interface Settings Tools Draw Mod C New gt Open g lel Save 2 Save As Q Save As Default Values g Save As Version Automatic Save Options 2 Save as Project Template e Generic ADAPT File Export d DWG DXF i amp Print ETABS Pen Page Setup ROBOT Print Setup STAAD Pro 1 C Users Marcin last06 2 C Users bearing_joint 3 C Users ladaptC 4 LPaligeradaV7_alternate Exit FIGURE 3 6 Import REVIT Model into Builder In the Open dialogue box FIGURE 3 7 navigate to and select the ADAPT model exchange file that was created previously Open pue E gt RENT Ingetration Builder 2012 GSG y 4 I Search Builder 2012 656 Organize y New folder Fil Y Name Date modified Type a Model 1 12 19 2012 3 24PM INP File 80 KB J d d J d 4 d 2 Filename Model 1 INP Files inp x Cancel FIGURE 3 7 ADAPT Data Exchange File Open Dialogue Window B2012_GSG_02202012 6 Material Soil Support Criteria and Loadings Index 48 In the Import Options dialogue window you will have the options of which components loads load cases and load combinations to import You can also select to update a model or create a new model to import the entire structure defined or generate a model of a single level These can be selected under Import Level By defaul
183. trength For conventionally reinforced sections Envelope of rebar doesnt include area of rebar for cracking control i it is larger than 1 33 area of strength rebar Area of rebar for cracking control is included in rebar diagrams for service condition FIGURE 5 15 Allowable stresses 6 Material Soil Support Criteria and Loadings Index 81 3 Criteria F 7 a gt AAA way slab criteria fine sire pc Design Code Reinforcement Bar Lengths Rebar Minimum Cover Beam centena Analysis Design Options Tendon Height Defaults FEM Allowable Stresses Prefered Reinforcement Size and Material Shear Design Options Rebar Round Up Bar lengh round up Bar spacing round down Line Stimup spacing round down 0 50 im Round up to standard bar lengths UBRARY1_US Took Bottom bar ah El FIGURE 5 16 Rebar Round Up 54 LOADING The program will automatically consider concrete self weight as a load case since We 1s specified for the concrete materials used The program also has two default load cases Dead Load and Live Load For the gravity direction the input of loads for this example will be limited to uniform patch loads for the Dead and Live Load cases The ADAPT Floor Pro 2012 User Manual contains additional information on how other gravity load cases and types of loading including point loads and line loads can be applied to a model 5 4 1 Patch Load Generation The generation
184. trips taking into account the full tributary width Criteria ames o pro Preferred Reinforcement Size and Material Shear Design Options Beam criteria Design Code Reinforcement Bar Lengths Rebar Minimum Cover Rebar Round Up Spacing Analysis Design Options General analysis design options m Both prestressed and conventionally reinforced C Includes waffle joist construction Design all beams using the respective building code requirements for beams Design each beam as defined by user in its associated design strip Support condition at the far ends of walls and columns V Retain user modification and create the rest as selected below Single Level h Roller support and rotationally fixed Fixed in position and rotationally fixed User defined Translation r Rotation Y Fixed j V Fired abc Include twisting moment in design of bending reinforcement Wood Armer method Reinforcement for strength be larger than cracking moment Conventionally reinforced only RC Column strip middle strip option Yes C No lt a _ Consider the minimum rebar te Yes C No General analysis options Fr Disregard the torsional stiffness of beams of torsional stiffness to consider Disregard the torsional stiffness of lower columns of torsional stiffness to consider Disregard the torsional stiffness of upper columns of torsional stiffness to consider Designing Generate design section moment capacities Meshing
185. ts Scale Toolbar Design results can be viewed graphically by using this toolbar Results for actions stresses precompression balanced loading deflection and punching shear can be viewed graphically in the main screen after analysis and design are completed These features are described in further detail in Section Support Line Results Scale Toolbar EA de Se An cnn 123 Ey e a FIGURE 1 15 Support Line Results Scale Toolbar Display Graphically Select this button to graphically display support line results such as stress moment and deflection along the length of the support line or lines Display Design Sections Click this button to turn on or off the display of design sections for support lines As soon as this button is selected a floating toolbar is displayed that allows you to toggle between the display of support lines in the X and Y direction a Scale Down Values Use this button to scale down values for any graphical result that is displayed along the support lines m Default Scale Values Use this button to scale the curves back to a default scale for instance in situation where curves are displayed and the maxima are too large to fit or the minima are too small to notice a variance Sa Scale Up Values Use this button to scale up values for any graphical result that is displayed along the support lines 4 Perpendicular Projection By default all curves are displayed perpendicular to the slab surface
186. will generate rebar layouts in those directions The Dynamic Rebar Module calculates the required reinforcement for the direction selected For this example we will select Along support lines and select OK Generate Rebar Drawi ng Options o o Load Combination Envelope Bar Length Selection C Calculated Lengths Bar Orientation f Along support lines Angle from global x axis for bars along support lines in FIGURE 7 33 Generate Rebar Drawing Options a B2012_GSG_02202012 9 Produce and Review Design Results Index 173 The program will display the required rebar specified in grouped lengths from the Library at top and bottom positions in the slab for the envelope load combination This rebar design considers strength requirement and minimum rebar for service conditions see FIGURE 7 34 Top reinforcement is shown as green and bottom reinforcement as red dashed Reinforcement shown as blue is reinforcement that passes through sections with varying thickness or near an opening or some other geometric discontinuity The intent is to warn the user that the rebar should be detailed properly and associated with the appropriate thickness at the correct depth in the section FIGURE 7 34 Rebar Drawing for Level 4 PNTE Reinforcement Toolbar Bir CNS SAT The Reinforcement Toolbar can be used to display modify or hide rebar objects in different layers and dif
187. ws the ADViewer interface Note that the panel on the left shows the different selections that can be made for Results Load Cases Combinations Vibration Results Components and Entities and Groups Planes for Display See FIGURE 6 8 for a closer view of these options The Results tab will be open by default B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 106 Results Ets Deformation 2 gt Z Translation gt X Translation gt Y Translation Global Translation H Beam Actions only PEN Column Actions only PEN Slab Wall Actions a Wall Actions only aS Slab Actions only a Stress at Slab Mid depth a Stresses Along XX a Stresses Along YY BENS Stresses Maximum H E Stresses Minimum Load Cases Combinations Vibration Results Components and Entities Groups Planes for Display FIGURE 6 8 ADViewer Options To display any of the results for a specific load combination use the Load Cases Combinations tab to select the desired combination See FIGURE 6 9 B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Results Load Cases Combinations P Service T otal Load bell Service Sustained Load EM Strength Dead and Live pl Stre ngth Dead Load Only P Initial FH WindX P Wind Y PH Wind MX P Wind MY P SeismicX PH SeismicY PH SV P uncracked_Sustained_Load Vibration Results Components and Entities Groups Planes for Display FIGURE 6 9 Load Cases Comb
188. ysis Results e Select the Load Cases Combinations results tab and note that the default selection is the Service Total Load combination The program will always default to the first combination in the list when the ADViewer module is opened e Select Groups Planes for Display results tab and select Level 4 Select the Refresh tool to update the graphical display e From the Results tab select Slab Actions Only Myy bending about Global Y Y axis e Turn on the Display On Off tool and ensure that the Color Contour tool Y is set e FIGURE 6 25 shows the contours for bending moments about the Global Y axis in moment per unit length Note that this view can be shown in 3D and warped similar to views of previous results e Other slab actions can be viewed using a similar process B2012_GSG_02202012 8 Generation of Support Lines and Use of Splitters Index 121 Unit 124001 k 3 88 3 34 2 80 2 26 1 72 1 18 0 64 0 10 0 44 0 99 1 53 MN 2 07 E 3 15 E 3 69 4 23 FIGURE 6 25 Slab Moments about Y Y Axis for Service Total Load Combination 6 3 1 6 Section Cut Tool for Viewing Slab Actions M V N The ADViewer results module includes a section cut feature which the user can utilize to graphically report the moment shear or axial force at the centroid of the section When a section is cut through a slab and beam the resulting actions are those for the composite section Sections can be cut

ADAPT-Builder 2012 Getting Started Guide

Contents

Download Pdf Manuals

Related Search

Related Contents