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118. PEI Multiframe Page 219 4 Multiframe Page 220 e Matrix Structural Analysis R L Sack PWS Kent Boston 1989 e Computer Methods of Structural Analysis F W Beaufait Prentice Hall New Jersey 1970 e Matrix Methods of Structural Analysis R K Livesley The MacMillan Co New York 1964 e Matrix Analysis for Structural Engineers N Willems amp W M Lucas Prentiss Hall New Jersey 1968 e Structural Dynamics Theory and Computation Mario Paz Van Nostrand New York 1991 e Structural Dynamics An introduction to computer methods R R Craig J Wiley amp Sons New York 1981 e Matrix Structural Analysis Meek J L McGraw Hill New York 1971 e Theory of Matrix St
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389. Multiframe Windows Version 9 5 O Formation Design Systems Pty Ltd 1985 2006 Multiframe Program 1985 2006 Formation Design Systems Multiframe is copyrighted and all rights are reserved The license for use is granted to the purchaser by Formation Design Systems As a single user license and does not permit the program to be used on more than one machine at one time Copying of the program to other media is permitted for back up purposes as long as all copies remain in the possession of the purchaser Multiframe User Manual O 1985 2006 Formation Design Systems All rights reserved No part of this publication may be reproduced transmitted transcribed stored in a retrieval system or translated into any language in any form or by any means without the written permission of Formation Design Systems Formation Design Systems reserve the right to revise this publication from time to time and to make changes to the contents without obligation to notify any person or organization of such changes DISCLAIMER OF WARRANTY Neither Formation Design Systems nor the author of this program and documentation are liable or responsible to the purchaser or user for loss or damage caused or alleged to be caused directly or indirectly by the software and its attendant documentation including but not limi
390. RESS acu ates dab medias 200 OPEM CU 181 194 SI 0 0 200 E Sp Nk 200 VU LM ETT 192 CI SEIT NTE EA 200 EURO 193 ca c E E E 200 VENUS Ei TT 193 EN A 162 212 RR PE 176 e D T 162 E DRE E O EI metit itn a 164 A E EE d NUM E RODA 211 zi DU ssa RUE O uS eese 209 Ei dar uU EE E A E osito 162 VEI S Rr TTE 209 34 145 212 kkk 150 1 150 150 R SA 150 S VE a Pm 145 176 pU Mab a 204 206 y MOM A 35 211 kk 165 VUE TP NEN EE 145 D pe e EL DE MEI E 190 PUE exe Tae Le bet uri QE 193 june M hA ME ED S 67 T EAD e TERRE ERN E E RR 111 UE 98 GOR T 215 WE RU v ZA I uh sees 214 scu P ETE 62 190 d de DX endi eo ente n dosi em comit 154 kk 38 io EER e e EAN IEEE AEE 61 9 2 eai NER RE RR 61 93 T O a EEE AE 206 a E EURO E AT 130 E a EE A E T 0 132 cap 186 Page 247 135 kk 150 LIL 207 A SN 211 pU ORE Ns 54 210 MCN EN 242 cO rl FN TET 143 Ix Rd DU acsi tte baeo etus 147 TRCK EIE P6 7J BE E 148 xcii DRESS scudo dun du
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404. ructural Analysis Przemieniecki Dover Publication New York 1968 e Structural Analysis A Unified Classical and Matrix Approach Ghali A and Neville A M 3rd edition Chapman and Hall London 1989 e Matrix Structural Analysis McGuire W Gallagher R H and Ziemian R D 2 edition John Wiley and Son New York 2000 A A Multiframe Multiframe grt Multiframe
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