Chapter 3 Data Entry with Graphic Editor (Draw) - StatiCAD
Contents
1. If no axis was previously drawn in the specified direction first horizontal or vertical axis can be drawn by setting axis distance to 0 or any other number and clicking Y button when Tel button is selected To draw axis orientation of the axis should be specified by clicking Cc or button r Or E button should be selected in order to specify whether the axis will be drawn according to the distance from last axis or the distance from marked axis If ra button is on reference axis should be selected with left mouse click accordingly with the selection status of Cc or buttons Page 11 Axis Distance 300 Axis is drawn by entering the displacement range in m box and clicking Y button This procedure is repeated for every axis to be drawn To delete a drawn axis select the axis by left clicking and then right click over the axis or g another object and select Erase from the drop down menu You can also click the button in the main window or select Erase option from Edit menu To move an axis right click on the axis and select Axis Property Change Move the axis by entering displacement range or global coordinates in the displayed window 4 Axis Property Change in YY Direction Axis ID Enter Global Coordinate Y Or Enter Displacement Range Delta Y 0 300 New Global Coordinate Delta Y 0 New Displacement distance Move objects on the axis when moving axis Cancel k Oblique A2. base from the story base defined in general story settings Wall Bottom Level value should be zero except for gradual buildings Distance values are positive for up negative for down Story coordinate settings and descriptions are performed in general story settings If you prefer to draw a wall of the same height as the story Wall Top Level and Wall Bottom Level values should remain zero For example for a wall with the wall top level 1m below the story top level wall top level value should be set to 100 After the value is set horizontal bond beam top level over the wall would be 100 cm below the story level Wall Properties General Settings Static Material Analysis Options Wall Material Selection E1 Vertical hallow block brick hallow rate is less than 35 4 with lime mortar supported with cement EZ Vertical hallow block brick hallow rate is in between 35 45 with lime mortar supported with cement E3 Vertical hallow block brick hallow rate is more than 45 with lime mortar supported with cement E4 Filled block brick or day brick with lime mortar supported with cement E5 Stone wall with lime mortar supported with cement E6 Gas concrete with adhesive E7 Filled concrete briquette with cement mortar gt E8 Custom Defined Seclen Duvar Malzemesinin fe Pressure Safety Stress of Wall vini e del ot Reduced According to Slenderness Ratio TO D25 e Mpa Cracking saf
3. be used for purposes like shrinking slab gaps increasing the stiffness of cantilever slabs etc If the user drawn horizontal bond beams are desired to transfer loads to walls one of the left or right ends of the beam should start from the wall axis Static and concrete calculations are not performed by the software as horizontal bond beams are generally used in short gaps Use of beams with long gaps is not recommended however if they are used static and concrete calculations and drawings must be completed independently The software constructively draws the horizontal bond beam reinforcements in line with the earthquake code Bond beams are used in masonry buildings as they ensure that vertical loads are evenly transferred to walls and the slabs function according to the calculation estimates lowers slab deflection by creating extra stiffness over the walls Page 39 The software transfers the distributed loads in the slabs to horizontal bond beams and walls around by automatically calculating dead weight Horizontal bond beams receive load from the following elements 1 Self Dead weight of element 2 Weights of Up Story walls and dead and live loads on this walls 3 Slab dead and live loads connected to the axis in the story of the horizontal bond beam 4 Vertical bond beam loads on horizontal bond beam up story and that does not continue on the story of horizontal bond beam including external loads on vertical bond be
4. concrete height of slab and slab calculation axis It can be changed if necessary Level O em is the elevation of slab surface from the story up level defined in general story settings Positive values refer to up negative values refer to down For example Level value should be set as 25 for a slab 25 cm below the story ceiling sS Software is in rectangular slab drawing mode when button is selected in the Draw Slab toolbar When top left and bottom right points of the slab are selected by left mouse click the software draws the rectangular slab and slab calculation axes Software is in quadrilateral slab drawing mode when Y button is selected in the Draw Slab toolbar Rectangular or quadrilateral slabs can be drawn To define slab four corners should be clicked in the main window with respect to nodes When top left bottom right bottom left top right points of the slab are selected by left mouse click the software draws the quadrilateral slab and slab calculation axes If clickings are performed in a different order the software rearranges the clicking order When slab is drawn load transfer areas are displayed with bisectors drawn from slab corners as 1f all slabs are supported from four sides After the analysis the software tries to display load transfer areas accurately for slabs supported from 1 2 3 sides If any slab bisector intersection points blue inner lines are present outside the slab it wil
5. jacket eccentricity value should be left as zero Jacket Left Down Delta Length determines the extension length to left or down starting from the clicked point and Jacket Right Up Delta Length determines the extension length to right or up starting from the clicked point Concrete jacket thickness value is entered If the building is not gradual or the top level bottom level values on walls are zero top and bottom levels of concrete jacket should also be left aS Zero If left or down side of the wall will be coated 8 Left Down Side Coating radio button is selected if right or up side of the wall will be coated Fight Up Side Coating radio button is selected If the walls are completely jacketed the software can calculate the required steel bar reinforcement in line with earthquake code 2008 7 F 4 formula If the user desires to use a specific value one of the steel mesh options can be used Wall Retrofit Jacket Properties Petrofit Steel Bar Selection Select Grid Bar eh Program Auto would choose Q106 106 0131 131 9158 158 0188 188 0221 221 0257 257 9295 295 After exiting with OK button jacket 1s drawn by clicking first and second points in the axis of the wall to be jacketed Page 32 Chapter 4 File Menu New Deletes current project and opens a new project This command is not necessary in startup Command is also represented with Li icon in the top toolbar Open Opens a saved project Projects sav
6. left blank Page 5 Chapter 1 Introduction 1 1 StatiCAD Yigma Software Description StatiCAD Yigma is computer software that functions in static analysis and project drawings of masonry constructions as per earthquake code The software can perform static calculations and drawings of masonry constructions in accordance with earthquake code 2007 The software at once resolves the building system constructed with axis wall slab horizontal bond beam vertical bond beam door basic elements drawn in the graphic interface regarding analysis options Performed analysis include earthquake code 2007 geometry checks shear and mass center checks shear and vertical stress checks on walls slab calculations and preparing report files All project drawings including project cover can be collected at once with a single button Drawings can be edited by the integrated drawing editor or can be exported to graphic design software like AutoCAD 1 2 General Technical Features of the Software 1 2 1 A complete modeling of the building by basic elements axis wall slab horizontal bond beam vertical bond beam door window 1 2 2 Ease of editing and use by commands like undo redo find object zoom in zoom out layer calculate distance auto name elements merge walls select all select none invert selection delete object copy object change object properties 1 2 3 Customized pop up menu based on the right clicked element 1 2 4 Z
7. program can be used for El E7 materials 3 3 3 Analysis Options Analysis Options Wall Stiffness Multiplier In k A H expression k Stiffness Multiplier will be selected by program E In kSAJH expression k Stiffness Multiplier will be custom defined In new design buildings k Stiffness Multiplier should be 1 0 or 1 7 In retrofitting projects you can custom define strengthened walls relative stiffness In retrofit projects custom values can be defined for k stiffness factor by reasons like considering composite section relative stiffness or using different relative wall stiffness If the option to select k multiplier by the program is clicked k value will be set to 1 2 if there is a vertical bond beam or a perpendicular wall at wall end otherwise k value will be 1 0 Page 16 3 4 DRAWING SLAB Important note In order to perform load transfer slab edge should be supported from the center of the element static axis to which load will be transferred In Stat CAD Yigma software slabs are used for transferring loads and self weights to walls Slab calculation axes enable the reinforcement calculations of concrete slabs Lack of slab calculation axis in an area where a slab is present would result in lack of concrete slab calculation and drawing operations Similarly lack of slab in an area where slab calculation axis is present would cause lack of load transfer from the calculation axis to wall and slab calculati
8. seen in the figures load transfer 1s performed in the case that at least one edge of the up story wall projection lies within down story walls Load transfer of walls can be controlled from wall load reports Page 41 Performance Evaluation and Strengthening of Masonry Constructions via StatiCAD Yigma Introduction StatiCAD Yigma software performs structural static calculations for masonry constructions as per earthquake regulations based on the principles of the theory of elasticity Scope Principles of calculations for masonry construction are mainly within the scope of the theory of elasticity Allowable Working stress method Static and performance analyses of an existing construction static and performance analyses of strengthened buildings and composite section investigations of strengthened buildings can be performed with StatiCAD Yigma software In order to perform mentioned calculations the checkbox Project General Settings gt Performance gt This project is the current structure checkup and or Retrofit project must first be checked After then appropriate selections must be made in the Project General Settings form DETERMINING THE EARTHQUAKE PERFORMANCE OF AN EXISTING BUILDING 1 Construction modeling is carried out based on the construction drawing and building survey and measurements on the construction site 2 fd value wall s pressure strength must be filled in the fem pressure safety stress of wall tex
9. 0 kg m3 fom 0 Mpa Duvar Bas nc Emniyet Gerilmesi j Narinlik Azaltmas Yap lmam to 0 Mpa Duvar atlama Emniyet Gerilmesi G dendirme Projelerinde fem ve to kutucuklar na duvarlar n mevcut malzeme dayan mlar Fa OK e e If Change Property option from the menu displayed by right clicking on a selected object is clicked Change Property window of the hovered element will be displayed In addition right clicking on any object in the drawing area allows changing property of the hovered object Page 38 LOAD TRANSFERS LOADS TRANSFERRED BY HORIZONTAL BOND BEAM Description Horizontal bond beam Horizontal beams over door or window gaps and in user defined building parts with no filled walls or no walls underneath are referred to as horizontal bond beam Horizontal bond beam over wall Construction elements that evenly distribute the loads to walls where their width is same as the wall and their height is set from Draw Wall form The software automatically pays attention to the horizontal bond beams over wall while drawing Beams should not be drawn once more over drawn walls The software also automatically generates horizontal bond beams over door and window Horizontal bond beams over door or window are erased when a door or window is erased They are moved when a door or window is moved After drawing door or window the user should not draw any horizontal bond beams in that area Horizontal bond beams may
10. Lavelli Mpa Calculate Retrofit Jackets additive to Wall Shear Capacity by 2007 Earthquake Code Ti Fydosh S 0 22 Awall Formula Open Retrofit Help File In order to consider retrofit jackets in the project Use retrofit jackets stiffness and weight in the analysis checkbox should be checked When this box is checked retrofit jacket weights are added to dead weights of walls Unit weight of the retrofit jacket is entered as 2500 kg m Stiffness of retrofit jackets are considered with the ratio entered in Ejc Ewall Jacket s elasticity module Wall elasticity module ratio box For example if Ejc Ewall ratio 5 in a jacket with 5cm thickness and 300cm length stiffness of the jacket is calculated by adding Ejc Ewall factor to k A H formula and is therefore Ejc Ewall k A H 5 1 0 05 3 H H in this formula is the height of the shorter gap among door or window openings If there is no door or window opening at jacket ends H value is entered as equal to height of story For H value to be considered as the shorter one of the door or window openings at jacket ends there should be a constructive jacket defined over and below the window or over the door As is seen in the formula considering H value of the doors and windows at jacket ends will increase jacket stiffness and therefore increases the earthquake force of the jacket Entering Ejc Ewall ratio is one of the most important steps in retrofit project and it determines
11. Q w kg m Wall additional live load Eccentricity 0 cm Scroll distance of wall meridian from axis Wall IDs generated automatically Horizontal Bond Beam width over the wall is automatically generated Do not draw horizontal bond beams over the walls again all bottom level must be zero exept gradually buildings There are three tabs for data entry in the Wall Properties window 3 3 1 General Settings Tab There is no need to enter any information in the wall ID section The software automatically assigns names to walls while drawing Wall widths are entered as centimeters Horizontal bond beam height over the wall is entered Horizontal bond beam width over the wall is automatically generated as the width of the wall stated here Horizontal bond beam over the wall is automatically drawn when the wall is drawn No additional bond beam should be defined over the wall If additional bond beams are defined over the wall the slab load would be distributed both to the wall and horizontal bond beam and the bond beam would transfer the load to the construction elements at endpoints so load transfer would be performed twice To avoid such error no horizontal bond beam should be defined over the wall Horizontal bond beams over the wall are automatically generated Page 14 Wall Top Level value is the distance between story top coordinate point and horizontal bond beam top level over the wall Wall Bottom Level is the distance of the wall
12. StatiCAD Yigma USER MANUAL V 3 0 0 0 TABLE OF CONTENTS Chapter 1 Introduction 1 1 Stati CAD Yigma Software Description 1 2 General Technical Features of the Software Chapter 2 Installing the Software on PC 2 1 Installing the Main Software 2 2 Installing Supporting Programs 2 2 1 Pdf Creator Software 2 2 2 Adobe Reader Software 2 2 3 Vector Draw Lite File Converter Software 2 3 Running the Software 2 3 Updating the Software Chapter 3 Data Entry with Graphic Editor Draw 3 1 Select Mode 3 2 Draw Axis 3 3 Draw Wall 3 4 Draw Slab 3 5 Draw Horizontal Bond Beam 3 6 Draw Vertical Bond Beam 3 7 Draw Door 3 8 Draw Window Page 13 16 21 22 24 26 1 Page 2 3 9 Draw Foundation 29 3 10 Draw Retrofit Jacket 30 Chapter 4 File Menu New 32 Open 22 Save 32 Save As 32 Rescue Last Project 32 Exit 32 Chapter 5 Edit Menu 33 Undo 33 Redo 33 Copy Story 33 Erase 34 Selection Mode 34 Make All Objects Unselected In the Story 34 Make All Objects Selected In the Story 34 Invert Selection in the Story 34 Filter Selection 35 Find Object 35 Page 3 Chapter 6 View Menu 36 Chapter 7 Modify Menu Selected Element Properties 36 Chapter 8 Analysis Load Transfers in a Story 38 Load Transfers between Stories 40 Performance and Retrofit 4 Determining The Earthquake Performance Of Existing Building 4 Drawing Retrofit Jackets 43 Retrofitted Building Analysis Options 46 Page 4 This page was intentionally
13. VCUT BINA DEPREM PERFORMANS RAPORU G LEND RME NCES EXISTING BUILDING EARTHQUAKE PERFORMANCE REPORT BEFORE RETROFITTING 6 When Project General Settings gt Performance gt This project is the checkup and strengthening project of the current construction and Project General Settings gt Retrofit gt Use retrofit jackets stiffness and weight in the analysis checkboxes are checked retrofitting jackets weights and stiffness will be considered in the performance report of the building and the report title will be G LEND R LM B NA DEPREM PERFORMANS RAPORU RETROFITTED BUILDING EARTHQUAKE PERFORMANCE REPORT 7 When you select building level from Project General Settings gt Performance gt Building Information Level as per the terms of earthquake code article 7 2 13 element capacities pressure safety stress and shear resistance stress are multiplied by information level coefficients as a result of the analysis 8 Project General Settings gt Performance gt Spectrum Acceleration Factor value selected as per the terms of earthquake code Table 7 7 is multiplied by earthquake forces Building importance factor is not used in existing building examinations and retrofittings 121 for every building type Page 43 Drawing Retrofit Jackets 1 In order to calculate composite capacities of walls with jackets retrofit jackets and walls should be defined in the same axis Retrofit Steel Bar Selection Jacket ID C101 Co
14. am both dead and live 5 Dead weight of the wall section over door or window below the horizontal bond beam 6 Dead weight of the door or window and dead weight of the parapet under the window on horizontal beam up story 7 Dead and live loads of another horizontal bond beam anchoraged to the beam Horizontal bond beams transfer load to the following elements l Story walls to which left or right end of the beam is connected if there are multiple walls at the left or right end of the beam the loads to be transferred by the horizontal bond beam is automatically divided to the number of walls a If one end of the horizontal bond beam is at loose the software automatically considers it as a cantilever and transfers all loads to the construction element it 1s connected to b If both ends of the horizontal bond beam are at loose a warning message 1s displayed during analysis c Horizontal bond beam separates received loads as G and Q and transfers loads evenly to both ends Wall and Vertical Bond Beam transfers to be added to the Help file Page 40 LOAD TRANSFERS BETWEEN STORIES As is known earthquake code dictates that the walls should overlap If load transfer is desired in down story and up story walls it is enough for the walls to overlap roughly Walls do not need to be drawn from the same axis for load transfer Load transfer of the walls between stories is performed under the situations listed below As
15. ating wall thickness Wall and Jacket Eccentricity Jacket Left Dowr Delta Length Jacket Right Up Delta Length Concrete Jacket thickness Upper Elevation Bottom Elevation e Left Down Side Coating Right Up Side Coating Cancel 2 There is no need to change Jacket ID section in Wall Retrofit Jacket Properties The software auto names the elements if the elements are drawn in mixed order automatic sorting can be performed by clicking Order button in the top toolbar 3 Wall thickness value is entered in Coating Wall Thickness box 4 Jacket left down delta length value of outer wall jackets can be set as half the width of the wall anchoraged from left or down of the wall to be jacketed Left down delta length determines the back forth imminence of the left down axis where the jacket is defined Positive or negative values can be set 6 Jacket left down delta length value of inner wall jackets can be set as half the width of the wall anchoraged from left or down of the wall to be jacketed as negative e g 10 Left down delta length determines the back forth imminence of the left down axis where the jacket is defined Positive or negative values can be set 7 You can refer to entries 5 and 6 for Right Up delta length definitions 8 Concrete jacket thickness should be at least 3 cm as per the Earthquake Code Jacket thickness is a factor in determining the earthquake load of the jackets when static calculation is perfor
16. can be used and must perform slab calculations as well where the method cannot be used sS When slab is created with rectangular slab S or quadrilateral slab Y commands slab calculation axes are automatically generated with the same properties In slabs with special shapes like L T Z H slab calculation axes coordinates should be changed in order to draw slab reinforcements in a proper way In such situations slab calculation axes can be modified with commands like Del 42 Edt and Draw As calculation axes are automatically generated except special conditions no other operation is necessary When delete Del command is active in Draw Slab toolbar slab calculation axis can be deleted by clicking on it 10 When edit command is active in Draw Slab toolbar after deleting slab calculation axis a new axis with the same properties can be created by clicking top left bottom right bottom left and top right points of the slab calculation axis Page 19 When Draw command is active in Draw Slab toolbar a new axis can be created by clicking top left bottom right bottom left and top right points of the slab calculation axis A new slab calculation axis is created s Note s and Y commands create slabs and slab calculation axes at the same time where Draw command only creates slab calculation axis It does not recreate the slab used in load transfer and sS earthquake calculations Except for special conditi
17. d by the software as horizontal bond beams are generally used in short gaps Use of beams with long gaps is not recommended however if they are used static and concrete calculations and drawings must be completed independently The software constructively draws the horizontal bond beam reinforcements in line with the earthquake code Page 22 If a wall is defined over the slab no load transfer is performed between up story walls and down story slabs Hence when it is necessary to define wall over the slab it would be convenient to draw horizontal bond beam under the wall down story ceiling If no horizontal bond beam is present beam height can be equal to slab height Bond beams are used in masonry buildings as they ensure that vertical loads are evenly transferred to walls and the slabs function according to the calculation estimates lowers slab deflection by creating extra stiffness over the walls 3 6 DRAWING VERTICAL BOND BEAM 1 To draw vertical bond beam vertical bond beam properties form is displayed by clicking the button in the main window Draw Vertical Bond Beam Distance Width Height za J m 20 _ 0 Vertical bond beam drawing can be performed when button is on and vertical bond beam toolbar is active Vertical bond beams are drawn by clicking twice on the main window First click marks the reference point of the beam Second click defines the drawing direction of the beam D
18. ection mode you can either click the selection mode button in the Draw toolbar of the main window or you can click Selection Mode option in Draw menu When the object is in drawing mode wall slab vb a right click will automatically cancel the active mode and enter selection mode To select objects you can create a selection frame Clicking on the objects will also select or deselect them To create a selection frame first and second points of the frame is marked by left mouse click Selected objects are displayed in orange color El Secim Command is also represented with 2 icon in the top toolbar Make All Objects Unselected In the Story Deselects all objects Command is also represented with IK icon in the top toolbar Make All Objects Selected In the Story Selects all objects on the story with a single button After this command is performed changing elements with Change Property command or applying selection filter will be useful Command is also represented with icon in the top toolbar Invert Selection In The Story Makes selected objects deselected deselected objects selected Command is also represented with K icon in the top toolbar Page 35 Filter Selection Among all selected objects keeps desired objects selected In the form displayed by clicking this command keep the checkboxes of the elements that you wish to keep selected as checked Uncheck the elements that you wish to cancel t
19. ed by the software have syp file extension With Open command standard file open window 1s displayed and projects saved in any folder of the computer can be opened Command is also represented with icon in the top toolbar Save Saves current project Projects saved by the software have syp file extension With Save command standard file save window is displayed and projects can be saved in any folder of the computer Command is also represented with ri icon in the top toolbar Save As Saves a copy of the project with a new filename Rescue Last Project Projects exited without saving can be restored When the last project is loaded this way undo and redo options are enabled for all operations performed in previous session If the last project 1s loaded as such it should be saved with Save As command Exit Exits by closing the program You can also use the closing button on top right Page 33 Chapter 5 Edit Menu Undo Reverses all operations performed in the last session step by step Undo s can be done any number of times If you wish to undo operations from the previous session you can load the previous project at startup by Rescue Last Project option and perform undo operation Command is also represented with icon in the top toolbar Redo All operations that are undone can be repeated by Redo button Command is also represented with icon in the top toolbar Copy Story Copies the objects on the curre
20. elp of earthquake code s formula 7F 4 you should set the starting and ending points of inner wall jackets as equal to or greater than wall starting and ending points by definition of 7F 4 formula As the jacket will be drawn in jacket and wall cross section jacket and the perpendicularly anchoraged wall intersection area there will be an excess in jacket stiffness as much the length of wall cross section However this situation is considered in the analysis and no difference is produced in calculations as jacket area is shrunk as the size of intersection area In addition trimming the jacket line in drawings in jacket wall intersection will be convenient 16 Wall jacket is drawn to cover door or window opening jackets are automatically divided by door or window openings and constructive jackets are automatically produced Detailed information regarding constructive jackets is provided in the next chapter Page 45 What is a constructive jacket Door or Window Up and Down Wall Jacketing Constructive Retrofit Jacket Jacket ID FOB Wall and Mantle eccentricity 12 5 Jacket Concrete Thickness 5 Up Elevation Down Elevation 0 Boor or Window Height 200 If window lower parapet height 0 Information Note Constructive Retrofit Jacket is the continue of jacket on window paraphet wall wall part above the door or window Constructive Retrofit Jacket increases the rigidity of Jacket the jacket between doors and windows and retr
21. ety stress of wall In retrofitting projects fem and to edit boxes must have resistance of the existing material 3 3 2 Static Material Tab If one of the defined walls E1 E7 is selected wall unit weight pressure safety stress of wall and cracking safety stress of wall values are selected from earthquake code tables and entered in relevant boxes If E1 E7 defined material is used those values need not be changed and are colored green Table 5 3 of Earthquake Code 2007 is used for Pressure Safety Stress of Wall value fem that is automatically selected If desired user can perform modeling by entering values obtained from methods within the scope of Turkish Earthquake Code 2007 5 3 2 Pressure Safety Stress on Walls or other methods and experiments Page 15 In retrofitting projects fem and to boxes shall be filled with current material strengths Current material strengths are Pressure Safety Stress of Wall not reduced according to slenderness ratio and Cracking Safety Stress of Wall obtained empirically in the existing building Cracking safety stress of the wall is the shear resistance stress of the wall calculated empirically without vertical loads For information about the necessity of performing pressure strength experiments refer to articles related to Existing Building Reviews and Retrofits Unit weights of walls can be calculated by the user and can be entered to the software as kg m or the values given in the
22. he window Performing the first click on the axis intersection point and the next one towards the moving distance over the axis would be appropriate for dividing the wall on the axis and the window to be integrated with the wall If the window is correctly drawn on the wall the software will automatically divide the wall into two parts and will create horizontal bond beam over the window Figure Correct window drawing in plan view Correct window drawing in 3D view Page 28 Figure Incorrect window drawing in plan view Incorrect window drawing in 3D view a button allows you to modify additional window properties that are not displayed in the toolbar It is used for extra modifications Clicking ly button displays the Window Properties form Window ID Window Width Window Height Parapet Height of Window Distance from Node kg m2 Window Unit Area Weight In addition to the information entered in the Draw Window toolbar window unit area weight value and parapet height of window can be changed in Window Properties form Parapet height of window is equal to the height of wall section between top of slab and bottom of window height of bottom of window from top of slab Page 29 3 9 DRAWING FOUNDATTON Important 1 In order to detect foundation under wall foundatio
23. heir selection ci Ana ekranda se ilmi yap elemanlar ndan se ilmesini istemedi iniz yap elemanlar n n i aretini kald r n z Aks D ey Hat l Duvar Kap D eme Pencere D eme Hesap Aks G dendirme Mantosu Kiri Hat l Konstr ktif Manto Command is also represented with TE icon in the top toolbar If there are no selected objects in the active story the button is not active Find Object Selects an object on the story when the object name is known After the command is clicked object name is entered in the displayed window paying attention to lowercase uppercase letters Construction element is selected by Bul ve Sec Find and select button This command 1s particularly useful in selecting incorrect objects that were drawn successively and the bottom objects cannot be selected or located After Bul ve Se find and select button is used selected object can be modified by clicking Erase button in edit menu or change properties button Command is also represented with icon in the top toolbar Chapter 6 View Menu Page 36 Select None Deselects the selected objects in the active story Select All Selects all objects in the active story Invert Selection Makes selected objects deselected deselected objects selected in the active Story Erase Erases selected objects in the active story Change property Changes the properties of selected objects When clicked on change pr
24. ion center axis to the program axis Foundation top level value can be equal to wall bottom level value in gradual buildings and buildings with English basements Foundation top level value does not affect the way static calculations are performed In other words the software can perform load transfer even if foundation bottom level value is not changed in gradual buildings or buildings with English basement After setting foundation parameters exit by clicking OK and in the main window foundation is drawn by clicking first and second points over the nodes 3 10 DRAWING RETROFITTING JACKET SHOTCRETE Important Retrofitting jacket should be modeled from the static axis passing through wall center The term retrofitting jacket refers to the reinforcement operation completed with applying steel mesh by shotcrete or repair mortar on wall and applying reinforced concrete anchoraged to wall To draw retrofit jacket Wall Retrofit Jacket form is displayed by clicking the button in the main window Retrofit Steel Bar Selection Jacket ID Coating wall thickness Wall and Jacket Eccentricity Jacket Left Dowr Delta Length Jacket Right Up Delta Length Concrete Jacket thickness Upper Elevation Bottom Elevation ie Left Down Side Coating Right Up Side Coating Cancel Page 31 Jacket ID is automatically generated by the software so there is no need for a change Wall thickness is entered in centimeters Wall and
25. istance The value to be entered in box is the distance between the two clicked points If the leftmost option is selected in kni buttons vertical bond beam is drawn left aligned based on the value in distance box Page 23 Vertical Bond Beam Properties Vertical Bond Beam Name Vertical Bond Beam thickness Vertical Bond Beam Lenght Distance from joint Eccentricity There is no need to enter any information in the Beam ID section The software automatically assigns names to beams while drawing Beam widths are entered as centimeters Beam width is recommended to be equal to wall width Vertical bond beam length is entered Distance From Marked Point determines how far the vertical bond beam will be drawn from the clicked point It is recommended that you keep the eccentricity value as zero To draw vertical bond beam you must left click twice on the main window First clicked point marks the node of the vertical bond beam If the second clicked point 1s horizontally in line or close with the first one vertical bond beam is drawn horizontally x x axis oriented If the second clicked point is vertically in line or close with the first one vertical bond beam is drawn vertically y y axis oriented Page 24 3 7 DRAWING DOOR To draw door Draw Door toolbar is displayed by clicking the button in the main window Draw Door Distance Width Height Eccentricity amn TTT Do
26. l be convenient to erase the slab and redraw it After the analysis the software detects the slabs that perform faulty load transfer and highlight those on the main screen reporting the slab is incorrect In such cases 1t would be convenient to erase the incorrect slab and rerun analysis Page 18 While transferring loads from the slab to horizontal bond beams and walls StatiCAD Yigma linearizes load transfers compared to triangular and trapezoid areas and performs load transfer to connected elements In order to perform load transfer slab edge should be supported from the center of the element static axis to which load will be transferred If there are no bearing elements in the entirety of slab edge there is not any problem with load transfer However slab concrete calculations can only be carried out in four side and one side supported slabs cantilever Efforts were taken in order to preserve safety for two and three side supported slabs If there are no bearing elements wall horizontal bond beam in parts of slab edge no load transfer is performed in those parts As the calculations slightly differ for slabs of L T H etc shapes a user willing to make more accurate calculations can place horizontal bond beams next to slab edges in order to maintain continuity Slab static and concrete calculations are performed with regard to the simple method presented in TS 500 The user must investigate the situations that the method
27. med with respect to stiffness of the jackets Page 44 9 Bottom Level If you are modeling basement story and your building is gradual you can equal the jacket bottom level to wall bottom level 10 Top Level If you are modeling top story and your building is gradual you can equal the jacket top level to wall top level If jacket top or bottom level values are entered as different from wall top or bottom level analysis may produce unexpected results 11 If jacket top or bottom level values are different from wall top or bottom level the earthquake performance of the building may be poor 12 You can activate Left Down side coating option in order to coat left face of vertical walls or down face of horizontal walls 13 You can activate Right Up side coating option in order to coat right face of vertical walls or upper face of horizontal walls 14 After clicking OK mark the first and second endpoints of the jacket by clicking axis intersection points in the main modeling window Jacket will be drawn 15 If you wish to consider the contribution of retrofit jackets on pressure safety stress or calculate them by the help of earthquake code s formula 7F 4 you should set the starting and ending points of outer wall jackets as equal to or greater than wall starting and ending points by definition of 7F 4 formula 15 If you wish to consider the contribution of retrofit jackets on pressure safety stress or calculate them by the h
28. ng data in Draw Slab form the window is closed by clicking OK Desired number of slabs are drawn by marking first and second points so that they go through the axis intersections drawn earlier In order to keep the program in Drawing mode Draw Slab toolbar should not be closed while drawing Page 21 3 5 DRAWING HORIZONTAL BOND BEAM To draw horizontal bond beam horizontal bond beam properties form is displayed by clicking the E button in the main window Horizontal Bond Beam Properties General Beam ID Hidi Beam Width o Beam Height 50 Extra GLoad 7 Extra Qload 7 Eccentricity 7 There is no need to enter any information in the Beam ID section The software automatically assigns names to beams while drawing Beam widths are entered as centimeters Beam width is recommended to be equal to wall width Beam height value is entered Beam height is recommended to be equal to horizontal bond beam over wall for short gaps and for the long gaps it should satisfy deflection requirements The software pays attention to the horizontal bond beams over wall while drawing It also automatically generates horizontal bond beams over door and window Horizontal bond beams over door or window are erased when a door or window 1s erased They are moved when a door or window is moved After drawing door or window the user should not draw any horizontal bond beams in that area Static and concrete calculations are not performe
29. ng twice on the main window First click marks the reference point of the door Second click defines the drawing direction of the door Performing the first click on the axis intersection point and the next one towards the moving distance over the axis would be appropriate for dividing the wall on the axis and the door to be integrated with the wall If the door is correctly drawn on the wall the software will automatically divide the wall into two parts and will create horizontal bond beam over the door Correct wall drawing in 3D view Figure Incorrect wall drawing in plan view Incorrect wall drawing in 3D view a button allows you to modify additional door properties that are not displayed in the toolbar It is used for extra modifications Clicking iy button displays the Door Properties form Page 26 a Door Properties Door ID Door Width Door Height cm Distance from Node kg m Door Unit Area Weight In addition to the information entered in the Draw Door toolbar door unit area weight value can be changed in Door Properties form 3 8 DRAWING WINDOW To draw window Draw Window toolbar is displayed by clicking the button in the main window Draw Window Distance Width Height Eccentricity 150 ol e m ED Joy 150 om Oem m Window drawing can be performed when _ button is on and Draw Window toolbar is active Distance cm The value to be entered in box is the dis
30. ns should be defined from the static axis that goes through the midpoint of walls eccentricity is possible if desired 2 In order to detect foundation under wall foundations should be drawn as a single piece covering the walls 3 Modeling by drawing a single foundation under all walls of an axis is a better method with regards to performing step 2 Foundations should be drawn in foundation story When you perform copy operation from the basement to foundation story the axes are copied into foundation story For this operation select foundation story in the window displayed by clicking Copy Story button when the active story is the basement story Later when foundation is the active story copied basement axes and wall projections will ease the drawing of foundation To draw foundation Foundation form is displayed by clicking the C button in the main window Foundation ID Foundation Width Foundation Height Left delta Right delta Eccentriaty Upper Elevation There is no need to enter any information in the Foundation ID section The software automatically assigns names while drawing Foundation width and height is entered in centimeters Page 30 Left delta and right delta values define the extension length of the foundation from axis node in centimeters This value can be set as half the foundation width of the opposite orientation Eccentricity is the distance of the virtual axis of the foundat
31. nt story to other selected stories Before performing copy story operation sufficient number of stories should be added to the project by Settings General Story Settings command or by clicking button in the top toolbar j Sax Kopyalanacak Yap Kopyalanacak Katlar Se in Eleman Tipini Se in TEMEL V Akslar Kopyala ZEM N KAT E 1 KAT V Duvarlar Kopyala V G gendirme Mar tolar r Kopyala W D emeleri Kopyala V D eme Hesap Akslarini Kopyala V Pencereleri Kopyala W Kap lar Kopyala V D ey Hat llar Kopyala W Kiri Hatllar Kopyala Stories and construction elements to be copied are selected from the window displayed by Copy Story command If foundation story is selected among stories to be copied the software copies only the axes of the active story to the foundation story Copy Story command is also represented with E icon in the top toolbar Page 34 Erase To erase desired objects first the objects are selected then Erase command is clicked Command is also represented with i icon in the top toolbar If there are no selected objects in the active story the button is not active Selection Mode Only one construction object is active in project data entry in Draw menu Project objects may first need to be selected in order to modify them Toggle selection mode to select objects and exit drawing mode To enter sel
32. ofitting calculations and reports Retrofitting section drawings Page Chapter 2 Installing the Software on PC 2 1 Installing the Main Software 2 1 1 Run the StaiC AD Yigma Setup v3 xxx exe setup file provided in the installation CD 2 1 2 Click leri Next in the displayed form If you agree with the terms click Lisans s zle mesini t m maddeleri ile kabul ediyorum 1 accept all articles of the license agreement option and then click leri Next Do not change the installation directory C Program Files StatiCAD Yigma Click Ba lat Start for starting the installation When the software is automatically installed and StaiCAD Y gma Ba ar ile kuruldu StatiCAD Yigma has been installed successfully message is displayed the installation is completed 2 1 3 Exit installation by clicking leri Next and k Exit buttons 2 2 Installing Supporting Programs StatiCAD Yigma comes with a bundle of supporting programs for full functionality You can find the supporting programs in the installation CD in supporting programs folder Supporting programs and their functions are listed below Supporting programs are not provided with the demo version They can be downloaded from our website http www staticad yigma com 2 2 1 Pdf Creator Software This program enables you to save report and drawing files created by StatiCAD Yigma in PDF format It also allows any printable document to be conve
33. ofitting effect When Jacket is drawed Constructive Retrofit Jacket is Autogenerated on door or window by the application Properties of Constructive Retrofit Jacket can be changed by this form Note Constructive retrofitting jacket is the extension of the jacket in wall sections under over the window or over the wall Extending the jacket in wall openings increases the stiffness of the jackets in filled walls and therefore provides a better retrofitting While drawing retrofit jackets constructive coats corresponding to doors or windows are automatically produced by the software and their properties can be changed by changing the information in this form In order to perform a Performance Evaluation of a Masonry Construction with StatiCAD Yigma software relevant options should be selected in General Project Settings window in Performance Retrofit and Other Options tabs Retrofit options and their effects on analysis reports are listed as follows Page 46 RETROFITTED BUILDING ANALYSIS OPTIONS Earthquake TD Material Load Combinations Performance Retrofit Other Options Use Retrofit Jackets Stiffness and weight in the analysis Ejc Evvall g Jackets Elasticity Module Wall Elasticity Module Ratio Calculate Retrofit Jackets additive to Wall Pressure Admissible Stress For Retrofit Jacket Shear Capacity Calculation Use VFadet ladet Honizonial Sechon Area Shear Sirengii of Conoete Layer Formula Shear Strength of Concrete
34. on axis weights cannot be used in earthquake calculations When slab is created with rectangular slab E or guadrilateral slab Y commands slab calculation axes are automatically generated with the same properties In slabs with special shapes like L T Z H slab calculation axes coordinates should be changed in order to draw slab reinforcements in a proper way In such situations slab calculation axes can be modified with E 8 commands like D l Edt and Draw As calculation axes are automatically generated except special conditions no other operation is necessary By definition different G and Q loads levels slab heights and supporting conditions can be applied to slabs and slab calculation axes So when you change G Q K Level values of drawn slabs you should change slab calculation axis properties as well if there are no special conditions To draw slab slab properties form is displayed by clicking the button in the main window button is selected slab toolbar is displayed slab drawing mode is active When amp Slab Draw F ce em H 12 p og fe kgm Edt Draw Del Setting Total coating load except self concrete weight ceiling coating leveling concrete under c coating coating weight etc is entered in the kg m box in Draw Slab toolbar Entry unit is kg m Q 200 Live load on the slab and slab calculation axis is entered in the kam box in Draw Slab toolbar Page 17 is the
35. ons E and Y commands will suffice If a wall is defined over the slab no load transfer is performed between up story walls and down story slabs Hence when it is necessary to define wall over the slab it would be convenient to draw horizontal bond beam under the wall down story ceiling If no horizontal bond beam is present beam height can be equal to slab height Setting button opens a window from which Draw Slab toolbar settings can be performed in another form This feature is not necessary for new slabs and slab calculation axes to be drawn When slab or slab calculation axis properties will be changed property changes are done in this form Sb D eme zellikleri Slab Thickness Slab Coating weight per unit area Slab Live Load Distance between slab up level Elevation and story up level down direction J There is no need to enter any information in the Slab ID section The software automatically assigns names while drawing Page 20 H Slab thickness is entered as centimeters Slab concrete dead load should not be entered while entering slab coating weight per unit area The software automatically calculates the dead load of the slab regarding slab thickness Weights of coating materials over and under the slab concrete are calculated and values coating screed drop ceiling ceramic timber etc are entered in kg m2 Slab live load should be selected by the user as per TS 498 terms After enteri
36. oom function by scrolling center mouse wheel pan function by clicking center mouse wheel and dragging 1 2 5 Selective reporting based on analysis results horizontal bond beam loads wall loads slab calculations earthquake loads on stories shear and mass center summary table 1 2 6 127 1 2 8 12 9 1 2 10 1 2 11 1 212 1 2 13 1 2 14 12 15 Page 6 shear center coordinates wall shear forces wall vertical stress checks wall shear stress checks Creating evaluation report for the building by terms from the earthquake code regarding masonry buildings Saving reports and drawings in PDF format Automatically drawing section details for project drawings Selective story copying While drawing following operations can be performed optionally Automatic setting of sheet size automatic adding project cover foundation application plan and foundation bond beam detailed drawings drawing wall plan displaying door and window locations in wall plan adding horizontal and vertical bond beam detailed drawings to wall plan or formwork plan drawing formwork sections and slab reinforcements Drawings can be edited in internal drawing editor or exported as dxf dwg file format without shape loss Integrated multi functional drawing editor for organizing modifying and printing project drawings Fault checks after analysis Displaying construction elements with insufficient sections and walls with insufficient lengths Retr
37. operty button in the main window one will be asked for the types of elements that will be changed zellikleri De i tirilecek Elemanlar Duvar D eme D eme Hesap Aks Temel G lendirme Manto Yatay Aks Kayd r E ik Aks Kayd r Kap Pencere Kiri Hat l D ey Hat l Konst G l Manto Dikey Aks Kayd r Change Property form is displayed according to the selected element Only the sections of the desired property changes should be filled in this form If the selected objects share any property relevant box will display a value e g unit weight beam height fem to material If selected Page 37 object have different properties relevant boxes will display zero or will be blank e g wall ID wall width Only the values related to the filled boxes will be changed in selected objects Duvar zellikleri Analiz Se enekleri Statik Malzeme Analysis Options Duvar Malzeme Se imi k A H ifadesindeki k rijitlik carpanini program otomatik se sin k A H ifadesindeki k rijitlik arpan i in zel de er kullar E3 D ey delikli blok tu la delik oran 9545 den fazla imento takviyeli kire hara ile E4 Dolu blok tu la veya harman tu las imento takviyeli kire harc ile E5 Ta duvar imento takviyeli kire hara ile E6 Gazbeton tutkal ile E7 Dolu beton briket imento hara ile 8 E8 zel Tan ml Se ilen Duvar Malzemesinin Birim Hacim A rl
38. or drawing can be performed when button is on and Draw Door toolbar is active Distance 1150 f The value to be entered in box is the distance between the two clicked points If the option is selected in im zz buttons door is drawn left aligned based on the value in distance box If the 3 option is selected door is drawn center aligned based on the value in distance box If the option is selected door is drawn right aligned based on the value in distance box When Cc button is selected if the second clicked point 1s to the right of the first one the software uses the distance between clicked point and the left side of the door as node distance When Cc button is selected if the second clicked point 1s to the left of the first one the software uses the distance between clicked point and the right side of the door as node distance When LI button is selected if the second clicked point is above the first one the software uses the distance between clicked point and the bottom side of the door as node distance When button is selected if the second clicked point is below the first one the software uses the distance between clicked point and the top side of the door as node distance It is recommended that button is kept active for functionality Width Height ie 200 i Door width is entered in a box and door height is entered in box Page 25 Doors are drawn by clicki
39. rted into PDF format For personal uses you can convert any document to PDF by selecting PDF creator as a printer in your print menu and clicking Print button This is a freeware program 7 Page 8 To install PDF Creator run the PDFCreator x x x setup exe program located in C Program Files StattCAD Yigma supporting programs Do not change the printer name during installation If the software 1s already installed in your computer the installation may not be completed In this case you can remove the old program Control Panel Add or Remove Programs and install the new version You can download the new version of the freeware PDF Creator program from our website www staticad y gma com or http www pdfforge org 2 2 2 Adobe Reader Software Enables you to display the documents created by the software or other programs in PDF format If the software 1s already installed you can skip reinstalling it To install Adobe Reader run the AdbeRdrxxx_tr_TR exe program located in C Program Files StattCAD Yigma supporting programs You can download the latest version of the software from http get adobe com reader 2 3 Running the Software Attach the program dongle provided with the installation CD to your computer Installation of the dongle will be performed automatically When the dongle is attached for the first time automatic installation generally takes less than 60 seconds After the dongle is recognized by the compu
40. tance between the two clicked points If the option is selected in b z buttons window is drawn left aligned based on the value in distance box If the Ez option is selected door is drawn center aligned based on the value in Page 27 distance box If the option is selected door is drawn center aligned based on the value in distance box When Cc button is selected if the second clicked point is to the right of the first one the software uses the distance between clicked point and the left side of the window as node distance When C button is selected if the second clicked point is to the left of the first one the software uses the distance between clicked point and the right side of the window as node distance When LI button is selected if the second clicked point is above the first one the software uses the distance between clicked point and the bottom side of the window as node distance When Cc button is selected if the second clicked point is below the first one the software uses the distance between clicked point and the top side of the window as node distance It is recommended that C button is kept active for functionality Width Height an s 150 lcm box and window height is entered in 150 box window width 1s entered in Windows are drawn by clicking twice on the main window First click marks the reference point of the window Second click defines the drawing direction of t
41. tbox in the Wall Properties form Pressure strength values can be obtained empirically or by following table values in line with Earthquake Code 2007 article 5 3 2 3 Wall Properties values are defined or modified according to values obtained empirically or by measurements in the building 4 In order to perform earthquake performance of the existing construction the checkbox Project General Settings gt Performance gt This project is the checkup and strengthening project of the current construction must be checked Page 42 Earthquake TD Material Load Combinations Performance Retrofit Other Options This project is Current structure checkup and or Retrofit Project Building Information Level Limited Information Level Average Information Level Comprehensive Information Level Spectrum Acceleration Factor 1 5 Probability of earthquake in S years is 2 major earthquake ie 1 0 Probability of earthquake in 50 years is 10 design earthquake 0 5 Probability of earthquake in S years is 50 minor earthquake 5 When Project General Settings gt Performance gt This project is the checkup and strengthening project of the current construction checkbox is checked if Project General Settings gt Retrofit gt Use retrofit jackets stiffness and weight in the analysis checkbox is not checked retrofitting jackets will not be considered in the performance report of the existing building and the report title will be ME
42. ter a success message 1s displayed Now you can run StatiCAD Yigma software We hope you enjoy your experience with this software 2 4 Updating the Software Run the StaiCAD Yigma 3 xxx Guncelleme Setup exe program Click leri Next in the displayed form If you agree with the terms click Lisans s zle mesini t m maddeleri ile kabul ediyorum I accept all articles of the license agreement option and then click Ileri Next Do not change the installation directory C Program Files StatiCAD Yigma Click Ba lat Start for starting the installation When the software is automatically installed and StatiCAD Yigma Ba ar ile kuruldu Stati CAD Yigma has been installed successfully message is displayed update is completed Page 9 Upgrade or downgrade can be performed by this process By installing the update you will upgrade your program to the current version whether you have installed the previous versions or not Chapter 3 Data Entry with Graphic Editor Draw epim 3 1 Selection Mode Only one construction object is active in project data entry in Draw menu Project objects may first need to be selected in order to modify them Toggle selection mode to select objects and exit drawing mode To enter selection mode you can either click the selection mode button in the Draw toolbar of the main window or you can click Selection Mode option in Draw menu When the object is in drawing mode
43. the earthquake load of the jackets Page 47 If this value is entered as zero no earthguake load will act on jackets This will also increase the shear capacity of the wall it is connected by reason of the minimum reinforcement to be placed in the jacket If you do not wish to determine jacket stiffness with Ejc Ewall ratio calculated regarding the theory of elasticity you can define a specific stiffness factor for the retrofitted wall Of course the stiffness factor you define should be based on generally accepted approaches and calculations As is known wall stiffness was defined as k A H and k in the formula could be equal to 1 or 1 2 with respect to the wall s endpoints Increasing k value for retrofitted wall would increase the shear force of the wall by the given ratio In Wall Properties dialog box you can perform analysis with custom defined k factor by defining how much the retrofitting increases the current wall stiffness
44. wall slab etc a right click will automatically cancel the active mode and enter selection mode To select objects you can create a selection frame Clicking on the objects will also select or deselect them To create a selection frame first and second points of the frame is marked by left mouse click Selected objects are displayed in orange color o 3 2 DRAWING AXIS Axes should necessarily be drawn first in order to perform any drawing in StatiCAD Yigma software Axes are drawing guides that ensure the project is carried out by sharp and absolute measures As static calculations are based on axes static connections between elements connected to different axes in walls horizontal bond beams and slabs in the same story cannot be considered However sharing axes of same coordinates or names is not necessary for the objects to perform load of Axes transfer between stories Draw Axis toolbar can be displayed by clicking button Page 10 Axis Distance Se e ri se m 3 Figure Draw Axis Toolbar When Draw Axis button is clicked in the main window draw axis toolbar is displayed Buttons in this toolbar and their functions are listed below Cc Draw Horizontal Axis 9 Draw Vertical Axis Draw Obligue Axis r Get distance of new axis from last drawn axis i l Get distance of new axis from marked axis Axis Distance 300 en New axis distance Y Draw axis according to the marked options
45. xle Move Axle ID XY1i Axis ID Enter Global Coordinate X Or Enter Displacement Range Delta X 0 600 New Global Coordinate Delta X 0 New Displacement distance Move objects on the axis when moving axis Entering the displacement distance or by changing the axle equation you can move Oblique Axis Oblique axle equation A B y C 0 B C 300 K 300 r 270000 Enter displacement distance of oblique ax 0 Down Up Direction Figure Dialog windows for moving horizontal vertical and oblique axis Page 12 To draw an obligue axis orthogonal drawing mode ortho option le ilk should be disabled To draw an oblique axis button is selected first and second points of the oblique axis are marked in the main window regarding the intersection points of previously drawn axes To erase an incorrect oblique axis left click on an empty area on the axis then click erase command in the right click menu or Edit menu Page 13 P 3 3 L DRAWING WALL P To draw walls wall properties form is displayed by clicking the button in the main window General settings Static Material Analysis Options Wall ID W101 Wall Width 20 Beam Height 40 m Horizontal Bond Beam Height over the wall Te Relative Distance between story up level and Wall top level Horizontal Bond Beam Top Level over the wall down Wall Bottom Level 0 Extra G w kg m Wall additional dead load Extra
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