$ MODEL.DATA $ POWERFUL CAPABILITY FOR SAGGING CABLES AND SUSPENSION BRIDGES: $ INPUT ONCE AND OUTPUT ONCE TO COMPLETE ALL ANALYSES WITH A LOT OF $ LOAD CASES, SAY; 100, UNDER MANY NON-LINEAR LOADING COMBINATIONS, $ SAY; 1.4DL+1.7LL+1.33WL. $_______________________________________________________________ $ $ 40. 0. 1. 9 $ non-linear analysis $ CABLE SYSTEM WITH LARGE DISPLACEMENT $23456789 123456789 123456789 1234567890 UNIT CONVERSION FACTOR 12. $ NODE X-VALUE Y-VALUE Z-VALUE BOUND. C. $ FIRST NODE AS COMMON NODE FOR LOCAL COORDINATE SYSTEM FACILITATION COM -80. 30. 0. 1 L20 -80. 0. 0. 1 L10 -40. 0. -20. 6 0 0 0 1 1 1 C10 0. 0. -40. 6 0 0 0 1 1 1 R10 40. 0. -20. 6 0 0 0 1 1 1 R20 80. 0. 0. 1 L09 -40. -30. 0. 1 L11 -40. 30. 0. 1 C09 0. -30. 0. 1 C11 0. 30. 0. 1 R09 40. -30. 0. 1 R11 40. 30. 0. 1 END DATA ELEMENT ONE-WAY $ ELEMENT TRUSS T L20 L10 T L10 C10 T C10 R10 T R10 R20 T L09 L10 T L10 L11 T C09 C10 T C10 C11 T R09 R10 T R10 R11 END DATA END DATA ___________________________________________________________________________ $ SECT.DATA FILE $ SECTION PROPERTIES OF MEMBERS $ 1 2 3 4 5 6 7 $ --------- --------- --------- --------- --------- ------- ------- $ I D NAME AREA IY IZ J DY DZ $ STELROPE 3.1416 $ ROPE 3.1416 DITTO ALL END DATA ____________________________________________________________________________ $ MAT.DATA FILE $ I D NAME E G ALPHA RHO $ --------- ------- ------- --------- ----------- STEL 29000. 11200. 0.0000065 0.000283565 MAT2 29000. 11200. 0.0000065 0.000000000 $ THIS PORTION UP IS GOOD $ END DATA $ STELPIPE6 29000. 11200. 0.0000065 0.000000000 STELW24X076 29000. 11200. 0.0000065 0.000283565 STELWT9X38 29000. 11200. 0.0000065 0.000283565 STELPIPE2 29000. 11200. 0.0000065 0.000000000 STELPIPE6 29000. 11200. 0.0000065 0.000283565 ALUMBEAM 10000. 3750. 0.0000128 0.000095486 CONCCOLUMN 3300. 1240. 0.0000055 0.000086806 END DATA $ FOR PLOT NO NON-LINEAR ALLOW BELOW FOR USP O K NLINMATERAIL 10000. 3750. 0.0000128 0.0000 NONLCONTINUE 0.01 100. 0.02 100. 0.03 100. NONLCONTINUE 0.06 100. 0.2 100. $ FOR PLOT NO NON-LINEAR ALLOW ABOVE FOR USP O K END DATA END DATA STELW24X076 29000. 11200. 0.0000065 0.000283565 STELWT9X38 29000. 11200. 0.0000065 0.000283565 STELPIPE2 29000. 11200. 0.0000065 0.000000000 STELPIPE6 29000. 11200. 0.0000065 0.000283565 NONL 0.01 100. 0.02 130. 0.03 150. NONL 0.06 160. 0.2 160.5 END DATA ____________________________________________________________________________ $ LOAD.DATA FILE INPUT DATA IS CASE SENSITIVE. ALL ARE CAPITAL LETTERS. $23456789 123456789 123456789 1234567890 $ BIGD DISP. ITERATION CYCLE $ SAGGING CABLE LOADS BIGD 160 $ $ DEAC $ LOAD CASE 1 JOInt LOAd L10 Z -20. C10 Z -40. R10 Z -20. END DATA END DATA $ LOAD CASE 2 JOInt LOAd L10 Z -10. C10 Z -5. C10 Z -15. R10 Z -10. END DATA END DATA $ LOAD CASE 3 LOAD COMBI 1 0.5 2 0.5 END DATA END DATA $ LOAD CASE 4 JOInt LOAd L10 Z -15. C10 Z -30. R10 Z -15. END DATA END DATA $ LOAD CASE 5 GEN TEM LOCal X -20. $ END DATA JOInt LOAd L10 Z -20. C10 Z -40. R10 Z -20. END DATA END DATA $ LOAD CASE 6 JOInt LOAd L10 Z -10. C10 Z -5. C10 Z -15. R10 Z -10. END DATA GEN TEM LOCal X -20. END DATA END DATA $ LOAD CASE 7 LOAD COMBI 5 0.5 6 0.5 END DATA END DATA $ LOAD CASE 8 JOInt LOAd L10 Z -15. C10 Z -30. R10 Z -15. END DATA GEN TEM LOCal X -20. END DATA END DATA END DATA $ after 3 consecutive END DATA is end of file for computer machine $ REAC $ LOAD CASE 5 GEN TEM LOCal X -10. END DATA END DATA $ LOAD CASE 6 GEN TEM LOCal X -20. END DATA END DATA $ LOAD CASE 7 GEN TEM LOCal X -30. END DATA END DATA $ after 3 consecutive END DATA is end of file for computer machine $ GEN TEM LOCal X 20. $ END DATA END DATA GEN TEM LOCal X -10. END DATA END DATA GEN TEM LOCal X 10. END DATA END DATA _______________________________________________________________________ _________________________________________________________________________ 1 -5 0 1 36 20 220 110 15 1 5 0 0 2 150 0.04 0.04 0.2 1 45 0 1 36 20 220 110 25 1 5 0 0 2 150 0.04 0.04 0.2 1 45 0 2 36 20 220 110 25 1 5 0 0 2 150 0.04 0.04 0.2 1 45 0 1 36 20 220 110 80 1 5 0 0 2 150 0.04 0.04 0.2 1 45 0 2 36 20 220 110 80 1 5 0 0 2 150 0.04 0.04 0.2 1 45 0 2 36 20 220 110 25 1 5 0 0 2 150 0.04 0.04 0.2 1 -5 0 2 36 20 220 110 25 1 5 0 0 2 150 0.04 0.04 0.2 1 -5 0 1 36 20 220 110 25 1 5 0 0 2 150 0.04 0.04 0.2 1 -5 0 1 36 20 220 110 400 2 6 0 0 2 150 0.04 0.04 0.2 1 -5 0 1 36 20 100 50 20 0 -5 0 1 36 20 100 8 6 1 5 0 0 2 150 0.04 0.04 0.2 C THE FIRST LINE OF THIS FILE GOVERNS THE FOLLOWING 18 PARAMETERS: 1 KEYUSP,I0SCRN,LBAND,LSTORA,MVNDX6,NMAT,MN,M,N0OUT, 1 -5 0 2 1 20 220 110 400 2 KNSRV,KNSRV2,KNODE1,KTRS13,KCYCL,ITERA,TERROR,TERREL,TERABS 1 5 0 0 2 150 0.04 0.04 0.2 C C THE DEFAULT VALUES ARE SHOWN ABOVE. THEY ARE MADE TO MEET MOST C USAGE REQUIREMENTS. YOU MAY CHANGE/ADJUST THEM TO SUIT YOUR NEED. C SEE BELOW FOR EXPLANATION OF THESE PARAMETERS: C C KEYUSP: 0 NO ADDITIONAL ADJUSTMENT IS MADE, ONLY FIRST 9 PARAMETERS ARE READ, NAMELY KEYUSP,I0SCRN,LBAND,LSTORA,MVNDX6,NMAT,MN,M,N0OUT, C KEYUSP: 1 ADDITIONAL ADJUSTMENT IS MADE FOR C KNSRV,KNSRV2,KNODE1,KTRS13,KCYCL,ITERA,TERROR, TERREL,TERABS C I0SCRN: -5 Reserve for Vendor use C LBAND: 0 Reserve for Vendor use C LSTORA: 1 Additional calculation for Single storage to Conserve C harddisk space for Matrix Operation C LSTORA: 2 Double storage for Matrix Operation C Use double storage,unless you have hardisk space problem. C MVNDX6: NUMBER OF DEGREE WITH KNOWN DISPLACEMENT, MVNDX6 >= 1 C NMAT : NUMBER OF MATERIAL PROPERTIES, NMAT = 20 (currently) C MN : NUMBER OF ELEMENTS >= 1 C M : NUMBER OF NODES >= 1 C N0OUT: DIMENSION OF A SQUARE CORE RESERVED AS WORKING SPACE. C MAKE IT AS BIG AS POSSIBLE UP TO THE NUMBER OF NODES TIMES 6 C NALL: NUMBER OF AREA SIZES OF RAM SPACE FOR CORE USE (NOT USED) C C KNSRV: 1, 2, 3 OR 4. CORE SPACE CONSERVING FACTOR FOR LRLCD C KNSRV: KORE*KORE/KNSRV TO CONSERVE RAM SPACE FOR LRLCD. C KNSRV2: 4 5 6 OR 7. CORE SPACE CONSERVING FACTOR FOR LLRECD C LRLCD: MAXIMUM QUANTITY OF NON-VANISHING NUMBER IN ONE SINGLE I/O C LLRECD: NUMBER OF I/O OPERATION BASED ON STIFFNESS MATRIX AND CORE C C KNODE1 = 1 KNODE IS ALWAYS FIRST NODE C KNODE = 0 KNODE IS NEXT IMMEDIATE NODE C C KTRS13: 1 FIRST TRUSS MEMBER TO BE 3-NODE MEMBER. C KTRS13: 0 FIRST TRUSS MEMBER TO BE 2-NODE MEMBER. C K1TRUS: 1 C KCYCL : 2 TWO CYCLE SEARCH WITH RBAR/BBAR SEARCH FIRST C KCYCL : 1 ONE CYCLE SEARCH C (RBAR/BBAR, IF PRESENT, MUST BE INPUT FIRST.) C ITERA : 150, MAX NON-LINEAR ANALYSIS ITERATION CYCLES C IF ITERA =1 NON-LINEAR DISABLED. C (DOES NOT APPLY TO BIG DISPLACEMENT NON-LINEARITY, WHICH C IS CONTROLLED THROUGH NORMAL INPUT DATA STREAM. ) C TERROR: TOLERANCE OF CONVERGING RELATED TO ITERA. C TERREL: RELATIVE VALUE OF TOLERANCE FOR BIG DISPLACEMENT CONVERGING C IT MAY BE A GOOD IDEA TO MAKE TERROR AND TERREL THE SAME. C TERABS: ABSOLUTE VALUE OF TOLERANCE FOR BIG DISPLACEMENT CONVERGING C SOME Non-linear analyses require proper adjustment of the above C three values for good result. C SOME SAMPLES were run with KNODE1 = 1, and some with KNODE1 = 0. C C TRUSS DESIGN IS CURENTLY NOT USING KEYUSP.DAT AND IS DEFAULT TO C KNODE1 = 1. END DATA ___________________________________________________________________________ ____________________________________________________________________________ OUTPUT: __________________________________________________________________________ 1 LOADING CONDITION 1 JOINT COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -5.95 0.00 2.98 0.00 0.00 0.00 1 L10 5.95 0.00 -2.98 0.00 0.00 0.00 2 L10 -5.95 0.00 2.97 0.00 0.00 0.00 2 C10 5.95 0.00 -2.97 0.00 0.00 0.00 3 C10 -5.95 0.00 -2.97 0.00 0.00 0.00 3 R10 5.95 0.00 2.97 0.00 0.00 0.00 4 R10 -5.95 0.00 -2.98 0.00 0.00 0.00 4 R20 5.95 0.00 2.98 0.00 0.00 0.00 5 L09 0.00 -14.99 10.00 0.00 0.00 0.00 5 L10 0.00 14.99 -10.00 0.00 0.00 0.00 6 L10 0.00 -14.99 -10.00 0.00 0.00 0.00 6 L11 0.00 14.99 10.00 0.00 0.00 0.00 7 C09 0.00 -12.77 17.03 0.00 0.00 0.00 7 C10 0.00 12.77 -17.03 0.00 0.00 0.00 8 C10 0.00 -12.77 -17.03 0.00 0.00 0.00 8 C11 0.00 12.77 17.03 0.00 0.00 0.00 9 R09 0.00 -14.99 10.00 0.00 0.00 0.00 9 R10 0.00 14.99 -10.00 0.00 0.00 0.00 10 R10 0.00 -14.99 -10.00 0.00 0.00 0.00 10 R11 0.00 14.99 10.00 0.00 0.00 0.00 1 LOADING CONDITION 1 JOINT COORDINATE SYSTEM NODE DISPLACEMENTS NO NODE X-TRAN Y-TRAN Z-TRAN X-ROT Y-ROT Z-ROT 1 COM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 L20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 L10 0.00006 0.00000 0.00013 0.00000 0.00000 0.00000 4 C10 0.00000 0.00000 0.00003 0.00000 0.00000 0.00000 5 R10 -0.00006 0.00000 0.00013 0.00000 0.00000 0.00000 6 R20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 7 L09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 8 L11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 9 C09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 10 C11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 11 R09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 12 R11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 1 LOADING CONDITION 2 JOINT COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -2.97 0.00 1.49 0.00 0.00 0.00 1 L10 2.97 0.00 -1.49 0.00 0.00 0.00 2 L10 -2.97 0.00 1.49 0.00 0.00 0.00 2 C10 2.97 0.00 -1.49 0.00 0.00 0.00 3 C10 -2.97 0.00 -1.49 0.00 0.00 0.00 3 R10 2.97 0.00 1.49 0.00 0.00 0.00 4 R10 -2.97 0.00 -1.49 0.00 0.00 0.00 4 R20 2.97 0.00 1.49 0.00 0.00 0.00 5 L09 0.00 -7.50 5.00 0.00 0.00 0.00 5 L10 0.00 7.50 -5.00 0.00 0.00 0.00 6 L10 0.00 -7.50 -5.00 0.00 0.00 0.00 6 L11 0.00 7.50 5.00 0.00 0.00 0.00 7 C09 0.00 -6.38 8.51 0.00 0.00 0.00 7 C10 0.00 6.38 -8.51 0.00 0.00 0.00 8 C10 0.00 -6.38 -8.51 0.00 0.00 0.00 8 C11 0.00 6.38 8.51 0.00 0.00 0.00 9 R09 0.00 -7.50 5.00 0.00 0.00 0.00 9 R10 0.00 7.50 -5.00 0.00 0.00 0.00 10 R10 0.00 -7.50 -5.00 0.00 0.00 0.00 10 R11 0.00 7.50 5.00 0.00 0.00 0.00 1 LOADING CONDITION 2 JOINT COORDINATE SYSTEM NODE DISPLACEMENTS NO NODE X-TRAN Y-TRAN Z-TRAN X-ROT Y-ROT Z-ROT 1 COM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 L20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 L10 0.00001 0.00000 0.00003 0.00000 0.00000 0.00000 4 C10 0.00000 0.00000 0.00001 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0.00 -9.57 12.77 0.00 0.00 0.00 7 C10 0.00 9.57 -12.77 0.00 0.00 0.00 8 C10 0.00 -9.57 -12.77 0.00 0.00 0.00 8 C11 0.00 9.57 12.77 0.00 0.00 0.00 9 R09 0.00 -11.24 7.50 0.00 0.00 0.00 9 R10 0.00 11.24 -7.50 0.00 0.00 0.00 10 R10 0.00 -11.24 -7.50 0.00 0.00 0.00 10 R11 0.00 11.24 7.50 0.00 0.00 0.00 1 LOADING CONDITION 3 JOINT COORDINATE SYSTEM NODE DISPLACEMENTS NO NODE X-TRAN Y-TRAN Z-TRAN X-ROT Y-ROT Z-ROT 1 COM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 L20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 L10 0.00003 0.00000 0.00007 0.00000 0.00000 0.00000 4 C10 0.00000 0.00000 0.00002 0.00000 0.00000 0.00000 5 R10 -0.00003 0.00000 0.00007 0.00000 0.00000 0.00000 6 R20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 7 L09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 8 L11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 9 C09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 10 C11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 11 R09 0.00000 0.00000 0.00000 0.00000 0.00000 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0.00 0.00 0.00 9 R10 0.00 7.50 -5.00 0.00 0.00 0.00 10 R10 0.00 -7.50 -5.00 0.00 0.00 0.00 10 R11 0.00 7.50 5.00 0.00 0.00 0.00 1 LOADING CONDITION 6 JOINT COORDINATE SYSTEM NODE DISPLACEMENTS NO NODE X-TRAN Y-TRAN Z-TRAN X-ROT Y-ROT Z-ROT 1 COM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 L20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 L10 0.00000 0.00000 -0.00001 0.00000 0.00000 0.00000 4 C10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 5 R10 0.00000 0.00000 -0.00001 0.00000 0.00000 0.00000 6 R20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 7 L09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 8 L11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 9 C09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 10 C11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 11 R09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 12 R11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 1 LOADING CONDITION 7 JOINT COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -10.66 0.00 5.33 0.00 0.00 0.00 1 L10 10.66 0.00 -5.33 0.00 0.00 0.00 2 L10 -10.66 0.00 5.33 0.00 0.00 0.00 2 C10 10.66 0.00 -5.33 0.00 0.00 0.00 3 C10 -10.66 0.00 -5.33 0.00 0.00 0.00 3 R10 10.66 0.00 5.33 0.00 0.00 0.00 4 R10 -10.66 0.00 -5.33 0.00 0.00 0.00 4 R20 10.66 0.00 5.33 0.00 0.00 0.00 5 L09 0.00 -11.25 7.50 0.00 0.00 0.00 5 L10 0.00 11.25 -7.50 0.00 0.00 0.00 6 L10 0.00 -11.25 -7.50 0.00 0.00 0.00 6 L11 0.00 11.25 7.50 0.00 0.00 0.00 7 C09 0.00 -7.25 9.67 0.00 0.00 0.00 7 C10 0.00 7.25 -9.67 0.00 0.00 0.00 8 C10 0.00 -7.25 -9.67 0.00 0.00 0.00 8 C11 0.00 7.25 9.67 0.00 0.00 0.00 9 R09 0.00 -11.25 7.50 0.00 0.00 0.00 9 R10 0.00 11.25 -7.50 0.00 0.00 0.00 10 R10 0.00 -11.25 -7.50 0.00 0.00 0.00 10 R11 0.00 11.25 7.50 0.00 0.00 0.00 1 LOADING CONDITION 7 JOINT COORDINATE SYSTEM NODE DISPLACEMENTS NO NODE X-TRAN Y-TRAN Z-TRAN X-ROT Y-ROT Z-ROT 1 COM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 L20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 L10 0.00001 0.00000 0.00001 0.00000 0.00000 0.00000 4 C10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 5 R10 -0.00001 0.00000 0.00001 0.00000 0.00000 0.00000 6 R20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 7 L09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 8 L11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 9 C09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 10 C11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 11 R09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 12 R11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 1 LOADING CONDITION 8 JOINT COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -10.66 0.00 5.33 0.00 0.00 0.00 1 L10 10.66 0.00 -5.33 0.00 0.00 0.00 2 L10 -10.66 0.00 5.33 0.00 0.00 0.00 2 C10 10.66 0.00 -5.33 0.00 0.00 0.00 3 C10 -10.66 0.00 -5.33 0.00 0.00 0.00 3 R10 10.66 0.00 5.33 0.00 0.00 0.00 4 R10 -10.66 0.00 -5.33 0.00 0.00 0.00 4 R20 10.66 0.00 5.33 0.00 0.00 0.00 5 L09 0.00 -11.25 7.50 0.00 0.00 0.00 5 L10 0.00 11.25 -7.50 0.00 0.00 0.00 6 L10 0.00 -11.25 -7.50 0.00 0.00 0.00 6 L11 0.00 11.25 7.50 0.00 0.00 0.00 7 C09 0.00 -7.25 9.67 0.00 0.00 0.00 7 C10 0.00 7.25 -9.67 0.00 0.00 0.00 8 C10 0.00 -7.25 -9.67 0.00 0.00 0.00 8 C11 0.00 7.25 9.67 0.00 0.00 0.00 9 R09 0.00 -11.25 7.50 0.00 0.00 0.00 9 R10 0.00 11.25 -7.50 0.00 0.00 0.00 10 R10 0.00 -11.25 -7.50 0.00 0.00 0.00 10 R11 0.00 11.25 7.50 0.00 0.00 0.00 1 LOADING CONDITION 8 JOINT COORDINATE SYSTEM NODE DISPLACEMENTS NO NODE X-TRAN Y-TRAN Z-TRAN X-ROT Y-ROT Z-ROT 1 COM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 L20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 L10 0.00001 0.00000 0.00001 0.00000 0.00000 0.00000 4 C10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 5 R10 -0.00001 0.00000 0.00001 0.00000 0.00000 0.00000 6 R20 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 7 L09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 8 L11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 9 C09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 10 C11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 11 R09 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 12 R11 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 _____________________________________________________________________________________________ 1 LOADING CONDITION 1 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -6.65 0.00 0.00 0.00 0.00 0.00 1 L10 6.65 0.00 0.00 0.00 0.00 0.00 2 L10 -6.65 0.00 0.00 0.00 0.00 0.00 2 C10 6.65 0.00 0.00 0.00 0.00 0.00 3 C10 -6.65 0.00 0.00 0.00 0.00 0.00 3 R10 6.65 0.00 0.00 0.00 0.00 0.00 4 R10 -6.65 0.00 0.00 0.00 0.00 0.00 4 R20 6.65 0.00 0.00 0.00 0.00 0.00 5 L09 -18.02 0.00 0.00 0.00 0.00 0.00 5 L10 18.02 0.00 0.00 0.00 0.00 0.00 6 L10 -18.02 0.00 0.00 0.00 0.00 0.00 6 L11 18.02 0.00 0.00 0.00 0.00 0.00 7 C09 -21.28 0.00 0.00 0.00 0.00 0.00 7 C10 21.28 0.00 0.00 0.00 0.00 0.00 8 C10 -21.28 0.00 0.00 0.00 0.00 0.00 8 C11 21.28 0.00 0.00 0.00 0.00 0.00 9 R09 -18.02 0.00 0.00 0.00 0.00 0.00 9 R10 18.02 0.00 0.00 0.00 0.00 0.00 10 R10 -18.02 0.00 0.00 0.00 0.00 0.00 10 R11 18.02 0.00 0.00 0.00 0.00 0.00 1 LOADING CONDITION 2 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -3.33 0.00 0.00 0.00 0.00 0.00 1 L10 3.33 0.00 0.00 0.00 0.00 0.00 2 L10 -3.33 0.00 0.00 0.00 0.00 0.00 2 C10 3.33 0.00 0.00 0.00 0.00 0.00 3 C10 -3.33 0.00 0.00 0.00 0.00 0.00 3 R10 3.33 0.00 0.00 0.00 0.00 0.00 4 R10 -3.33 0.00 0.00 0.00 0.00 0.00 4 R20 3.33 0.00 0.00 0.00 0.00 0.00 5 L09 -9.01 0.00 0.00 0.00 0.00 0.00 5 L10 9.01 0.00 0.00 0.00 0.00 0.00 6 L10 -9.01 0.00 0.00 0.00 0.00 0.00 6 L11 9.01 0.00 0.00 0.00 0.00 0.00 7 C09 -10.64 0.00 0.00 0.00 0.00 0.00 7 C10 10.64 0.00 0.00 0.00 0.00 0.00 8 C10 -10.64 0.00 0.00 0.00 0.00 0.00 8 C11 10.64 0.00 0.00 0.00 0.00 0.00 9 R09 -9.01 0.00 0.00 0.00 0.00 0.00 9 R10 9.01 0.00 0.00 0.00 0.00 0.00 10 R10 -9.01 0.00 0.00 0.00 0.00 0.00 10 R11 9.01 0.00 0.00 0.00 0.00 0.00 1 LOADING CONDITION 3 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -4.99 0.00 0.00 0.00 0.00 0.00 1 L10 4.99 0.00 0.00 0.00 0.00 0.00 2 L10 -4.99 0.00 0.00 0.00 0.00 0.00 2 C10 4.99 0.00 0.00 0.00 0.00 0.00 3 C10 -4.99 0.00 0.00 0.00 0.00 0.00 3 R10 4.99 0.00 0.00 0.00 0.00 0.00 4 R10 -4.99 0.00 0.00 0.00 0.00 0.00 4 R20 4.99 0.00 0.00 0.00 0.00 0.00 5 L09 -13.51 0.00 0.00 0.00 0.00 0.00 5 L10 13.51 0.00 0.00 0.00 0.00 0.00 6 L10 -13.51 0.00 0.00 0.00 0.00 0.00 6 L11 13.51 0.00 0.00 0.00 0.00 0.00 7 C09 -15.96 0.00 0.00 0.00 0.00 0.00 7 C10 15.96 0.00 0.00 0.00 0.00 0.00 8 C10 -15.96 0.00 0.00 0.00 0.00 0.00 8 C11 15.96 0.00 0.00 0.00 0.00 0.00 9 R09 -13.51 0.00 0.00 0.00 0.00 0.00 9 R10 13.51 0.00 0.00 0.00 0.00 0.00 10 R10 -13.51 0.00 0.00 0.00 0.00 0.00 10 R11 13.51 0.00 0.00 0.00 0.00 0.00 1 LOADING CONDITION 4 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -4.99 0.00 0.00 0.00 0.00 0.00 1 L10 4.99 0.00 0.00 0.00 0.00 0.00 2 L10 -4.99 0.00 0.00 0.00 0.00 0.00 2 C10 4.99 0.00 0.00 0.00 0.00 0.00 3 C10 -4.99 0.00 0.00 0.00 0.00 0.00 3 R10 4.99 0.00 0.00 0.00 0.00 0.00 4 R10 -4.99 0.00 0.00 0.00 0.00 0.00 4 R20 4.99 0.00 0.00 0.00 0.00 0.00 5 L09 -13.51 0.00 0.00 0.00 0.00 0.00 5 L10 13.51 0.00 0.00 0.00 0.00 0.00 6 L10 -13.51 0.00 0.00 0.00 0.00 0.00 6 L11 13.51 0.00 0.00 0.00 0.00 0.00 7 C09 -15.96 0.00 0.00 0.00 0.00 0.00 7 C10 15.96 0.00 0.00 0.00 0.00 0.00 8 C10 -15.96 0.00 0.00 0.00 0.00 0.00 8 C11 15.96 0.00 0.00 0.00 0.00 0.00 9 R09 -13.51 0.00 0.00 0.00 0.00 0.00 9 R10 13.51 0.00 0.00 0.00 0.00 0.00 10 R10 -13.51 0.00 0.00 0.00 0.00 0.00 10 R11 13.51 0.00 0.00 0.00 0.00 0.00 1 LOADING CONDITION 5 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -13.58 0.00 0.00 0.00 0.00 0.00 1 L10 13.58 0.00 0.00 0.00 0.00 0.00 2 L10 -13.58 0.00 0.00 0.00 0.00 0.00 2 C10 13.58 0.00 0.00 0.00 0.00 0.00 3 C10 -13.58 0.00 0.00 0.00 0.00 0.00 3 R10 13.58 0.00 0.00 0.00 0.00 0.00 4 R10 -13.58 0.00 0.00 0.00 0.00 0.00 4 R20 13.58 0.00 0.00 0.00 0.00 0.00 5 L09 -18.02 0.00 0.00 0.00 0.00 0.00 5 L10 18.02 0.00 0.00 0.00 0.00 0.00 6 L10 -18.02 0.00 0.00 0.00 0.00 0.00 6 L11 18.02 0.00 0.00 0.00 0.00 0.00 7 C09 -17.41 0.00 0.00 0.00 0.00 0.00 7 C10 17.41 0.00 0.00 0.00 0.00 0.00 8 C10 -17.41 0.00 0.00 0.00 0.00 0.00 8 C11 17.41 0.00 0.00 0.00 0.00 0.00 9 R09 -18.02 0.00 0.00 0.00 0.00 0.00 9 R10 18.02 0.00 0.00 0.00 0.00 0.00 10 R10 -18.02 0.00 0.00 0.00 0.00 0.00 10 R11 18.02 0.00 0.00 0.00 0.00 0.00 1 LOADING CONDITION 6 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -10.26 0.00 0.00 0.00 0.00 0.00 1 L10 10.26 0.00 0.00 0.00 0.00 0.00 2 L10 -10.26 0.00 0.00 0.00 0.00 0.00 2 C10 10.26 0.00 0.00 0.00 0.00 0.00 3 C10 -10.26 0.00 0.00 0.00 0.00 0.00 3 R10 10.26 0.00 0.00 0.00 0.00 0.00 4 R10 -10.26 0.00 0.00 0.00 0.00 0.00 4 R20 10.26 0.00 0.00 0.00 0.00 0.00 5 L09 -9.01 0.00 0.00 0.00 0.00 0.00 5 L10 9.01 0.00 0.00 0.00 0.00 0.00 6 L10 -9.01 0.00 0.00 0.00 0.00 0.00 6 L11 9.01 0.00 0.00 0.00 0.00 0.00 7 C09 -6.77 0.00 0.00 0.00 0.00 0.00 7 C10 6.77 0.00 0.00 0.00 0.00 0.00 8 C10 -6.77 0.00 0.00 0.00 0.00 0.00 8 C11 6.77 0.00 0.00 0.00 0.00 0.00 9 R09 -9.01 0.00 0.00 0.00 0.00 0.00 9 R10 9.01 0.00 0.00 0.00 0.00 0.00 10 R10 -9.01 0.00 0.00 0.00 0.00 0.00 10 R11 9.01 0.00 0.00 0.00 0.00 0.00 1 LOADING CONDITION 7 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -11.92 0.00 0.00 0.00 0.00 0.00 1 L10 11.92 0.00 0.00 0.00 0.00 0.00 2 L10 -11.92 0.00 0.00 0.00 0.00 0.00 2 C10 11.92 0.00 0.00 0.00 0.00 0.00 3 C10 -11.92 0.00 0.00 0.00 0.00 0.00 3 R10 11.92 0.00 0.00 0.00 0.00 0.00 4 R10 -11.92 0.00 0.00 0.00 0.00 0.00 4 R20 11.92 0.00 0.00 0.00 0.00 0.00 5 L09 -13.52 0.00 0.00 0.00 0.00 0.00 5 L10 13.52 0.00 0.00 0.00 0.00 0.00 6 L10 -13.52 0.00 0.00 0.00 0.00 0.00 6 L11 13.52 0.00 0.00 0.00 0.00 0.00 7 C09 -12.09 0.00 0.00 0.00 0.00 0.00 7 C10 12.09 0.00 0.00 0.00 0.00 0.00 8 C10 -12.09 0.00 0.00 0.00 0.00 0.00 8 C11 12.09 0.00 0.00 0.00 0.00 0.00 9 R09 -13.52 0.00 0.00 0.00 0.00 0.00 9 R10 13.52 0.00 0.00 0.00 0.00 0.00 10 R10 -13.52 0.00 0.00 0.00 0.00 0.00 10 R11 13.52 0.00 0.00 0.00 0.00 0.00 1 LOADING CONDITION 8 MEMBER COORDINATE SYSTEM MEMBER FORCES NO NODE FX FY FZ MX MY MZ 1 L20 -11.92 0.00 0.00 0.00 0.00 0.00 1 L10 11.92 0.00 0.00 0.00 0.00 0.00 2 L10 -11.92 0.00 0.00 0.00 0.00 0.00 2 C10 11.92 0.00 0.00 0.00 0.00 0.00 3 C10 -11.92 0.00 0.00 0.00 0.00 0.00 3 R10 11.92 0.00 0.00 0.00 0.00 0.00 4 R10 -11.92 0.00 0.00 0.00 0.00 0.00 4 R20 11.92 0.00 0.00 0.00 0.00 0.00 5 L09 -13.52 0.00 0.00 0.00 0.00 0.00 5 L10 13.52 0.00 0.00 0.00 0.00 0.00 6 L10 -13.52 0.00 0.00 0.00 0.00 0.00 6 L11 13.52 0.00 0.00 0.00 0.00 0.00 7 C09 -12.09 0.00 0.00 0.00 0.00 0.00 7 C10 12.09 0.00 0.00 0.00 0.00 0.00 8 C10 -12.09 0.00 0.00 0.00 0.00 0.00 8 C11 12.09 0.00 0.00 0.00 0.00 0.00 9 R09 -13.52 0.00 0.00 0.00 0.00 0.00 9 R10 13.52 0.00 0.00 0.00 0.00 0.00 10 R10 -13.52 0.00 0.00 0.00 0.00 0.00 10 R11 13.52 0.00 0.00 0.00 0.00 0.00 ________________________________________________________________________________________ 1 LOADING CONDITION 1 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.03 0.00 -240.15 4 C10 0.00 0.00 -480.18 5 R10 480.03 0.00 -240.15 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 1 LOADING CONDITION 2 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.02 0.00 -240.08 4 C10 0.00 0.00 -480.09 5 R10 480.02 0.00 -240.08 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 1 LOADING CONDITION 3 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.02 0.00 -240.12 4 C10 0.00 0.00 -480.13 5 R10 480.02 0.00 -240.12 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 1 LOADING CONDITION 4 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.02 0.00 -240.12 4 C10 0.00 0.00 -480.13 5 R10 480.02 0.00 -240.12 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 1 LOADING CONDITION 5 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.01 0.00 -240.05 4 C10 0.00 0.00 -480.05 5 R10 480.01 0.00 -240.05 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 1 LOADING CONDITION 6 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.00 0.00 -239.98 4 C10 0.00 0.00 -479.96 5 R10 480.00 0.00 -239.98 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 1 LOADING CONDITION 7 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.01 0.00 -240.01 4 C10 0.00 0.00 -480.00 5 R10 480.01 0.00 -240.01 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 1 LOADING CONDITION 8 FINAL JOINT COORDINATE DUE TO LARGE DISPLACEMENT NO NODE X-VALUE Y-VALUE Z-VALUE 1 COM -960.00 360.00 0.00 2 L20 -960.00 0.00 0.00 3 L10 -480.01 0.00 -240.01 4 C10 0.00 0.00 -480.00 5 R10 480.01 0.00 -240.01 6 R20 960.00 0.00 0.00 7 L09 -480.00 -360.00 0.00 8 L11 -480.00 360.00 0.00 9 C09 0.00 -360.00 0.00 10 C11 0.00 360.00 0.00 11 R09 480.00 -360.00 0.00 12 R11 480.00 360.00 0.00 ____________________________________________________________________________________ 1 LOADING CONDITION 1 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 0.00 0.00 0.00 0.00 0.00 0.00 3 L10 0.00 0.00 -20.00 0.00 0.00 0.00 4 C10 0.00 0.00 -40.00 0.00 0.00 0.00 5 R10 0.00 0.00 -20.00 0.00 0.00 0.00 6 R20 0.00 0.00 0.00 0.00 0.00 0.00 7 L09 0.00 0.00 0.00 0.00 0.00 0.00 8 L11 0.00 0.00 0.00 0.00 0.00 0.00 9 C09 0.00 0.00 0.00 0.00 0.00 0.00 10 C11 0.00 0.00 0.00 0.00 0.00 0.00 11 R09 0.00 0.00 0.00 0.00 0.00 0.00 12 R11 0.00 0.00 0.00 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 1 LOADING CONDITION 2 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 0.00 0.00 0.00 0.00 0.00 0.00 3 L10 0.00 0.00 -10.00 0.00 0.00 0.00 4 C10 0.00 0.00 -20.00 0.00 0.00 0.00 5 R10 0.00 0.00 -10.00 0.00 0.00 0.00 6 R20 0.00 0.00 0.00 0.00 0.00 0.00 7 L09 0.00 0.00 0.00 0.00 0.00 0.00 8 L11 0.00 0.00 0.00 0.00 0.00 0.00 9 C09 0.00 0.00 0.00 0.00 0.00 0.00 10 C11 0.00 0.00 0.00 0.00 0.00 0.00 11 R09 0.00 0.00 0.00 0.00 0.00 0.00 12 R11 0.00 0.00 0.00 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 1 LOADING CONDITION 3 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 0.00 0.00 0.00 0.00 0.00 0.00 3 L10 0.00 0.00 -15.00 0.00 0.00 0.00 4 C10 0.00 0.00 -30.00 0.00 0.00 0.00 5 R10 0.00 0.00 -15.00 0.00 0.00 0.00 6 R20 0.00 0.00 0.00 0.00 0.00 0.00 7 L09 0.00 0.00 0.00 0.00 0.00 0.00 8 L11 0.00 0.00 0.00 0.00 0.00 0.00 9 C09 0.00 0.00 0.00 0.00 0.00 0.00 10 C11 0.00 0.00 0.00 0.00 0.00 0.00 11 R09 0.00 0.00 0.00 0.00 0.00 0.00 12 R11 0.00 0.00 0.00 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 1 LOADING CONDITION 4 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 0.00 0.00 0.00 0.00 0.00 0.00 3 L10 0.00 0.00 -15.00 0.00 0.00 0.00 4 C10 0.00 0.00 -30.00 0.00 0.00 0.00 5 R10 0.00 0.00 -15.00 0.00 0.00 0.00 6 R20 0.00 0.00 0.00 0.00 0.00 0.00 7 L09 0.00 0.00 0.00 0.00 0.00 0.00 8 L11 0.00 0.00 0.00 0.00 0.00 0.00 9 C09 0.00 0.00 0.00 0.00 0.00 0.00 10 C11 0.00 0.00 0.00 0.00 0.00 0.00 11 R09 0.00 0.00 0.00 0.00 0.00 0.00 12 R11 0.00 0.00 0.00 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 1 LOADING CONDITION 5 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 10.59 0.00 -5.30 0.00 0.00 0.00 3 L10 0.00 0.00 -6.86 0.00 0.00 0.00 4 C10 0.00 0.00 -10.46 0.00 0.00 0.00 5 R10 0.00 0.00 -6.86 0.00 0.00 0.00 6 R20 -10.59 0.00 -5.30 0.00 0.00 0.00 7 L09 0.00 9.85 -6.57 0.00 0.00 0.00 8 L11 0.00 -9.85 -6.57 0.00 0.00 0.00 9 C09 0.00 7.11 -9.48 0.00 0.00 0.00 10 C11 0.00 -7.11 -9.48 0.00 0.00 0.00 11 R09 0.00 9.85 -6.57 0.00 0.00 0.00 12 R11 0.00 -9.85 -6.57 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 1 LOADING CONDITION 6 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 10.59 0.00 -5.30 0.00 0.00 0.00 3 L10 0.00 0.00 3.14 0.00 0.00 0.00 4 C10 0.00 0.00 9.54 0.00 0.00 0.00 5 R10 0.00 0.00 3.14 0.00 0.00 0.00 6 R20 -10.59 0.00 -5.30 0.00 0.00 0.00 7 L09 0.00 9.85 -6.57 0.00 0.00 0.00 8 L11 0.00 -9.85 -6.57 0.00 0.00 0.00 9 C09 0.00 7.11 -9.48 0.00 0.00 0.00 10 C11 0.00 -7.11 -9.48 0.00 0.00 0.00 11 R09 0.00 9.85 -6.57 0.00 0.00 0.00 12 R11 0.00 -9.85 -6.57 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 1 LOADING CONDITION 7 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 10.59 0.00 -5.30 0.00 0.00 0.00 3 L10 0.00 0.00 -1.86 0.00 0.00 0.00 4 C10 0.00 0.00 -0.46 0.00 0.00 0.00 5 R10 0.00 0.00 -1.86 0.00 0.00 0.00 6 R20 -10.59 0.00 -5.30 0.00 0.00 0.00 7 L09 0.00 9.85 -6.57 0.00 0.00 0.00 8 L11 0.00 -9.85 -6.57 0.00 0.00 0.00 9 C09 0.00 7.11 -9.48 0.00 0.00 0.00 10 C11 0.00 -7.11 -9.48 0.00 0.00 0.00 11 R09 0.00 9.85 -6.57 0.00 0.00 0.00 12 R11 0.00 -9.85 -6.57 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 1 LOADING CONDITION 8 APPLIED NODE FORCES NO NODE FX FY FZ MX MY MZ 1 COM 0.00 0.00 0.00 0.00 0.00 0.00 2 L20 10.59 0.00 -5.30 0.00 0.00 0.00 3 L10 0.00 0.00 -1.86 0.00 0.00 0.00 4 C10 0.00 0.00 -0.46 0.00 0.00 0.00 5 R10 0.00 0.00 -1.86 0.00 0.00 0.00 6 R20 -10.59 0.00 -5.30 0.00 0.00 0.00 7 L09 0.00 9.85 -6.57 0.00 0.00 0.00 8 L11 0.00 -9.85 -6.57 0.00 0.00 0.00 9 C09 0.00 7.11 -9.48 0.00 0.00 0.00 10 C11 0.00 -7.11 -9.48 0.00 0.00 0.00 11 R09 0.00 9.85 -6.57 0.00 0.00 0.00 12 R11 0.00 -9.85 -6.57 0.00 0.00 0.00 1 BOUNDARY CONDITIONS RESTRAINTS (0-FREE : 1-FIXED) NO NODE TX TY TZ RX RY RZ 1 COM 1 1 1 1 1 1 2 L20 1 1 1 1 1 1 3 L10 0 0 0 1 1 1 4 C10 0 0 0 1 1 1 5 R10 0 0 0 1 1 1 6 R20 1 1 1 1 1 1 7 L09 1 1 1 1 1 1 8 L11 1 1 1 1 1 1 9 C09 1 1 1 1 1 1 10 C11 1 1 1 1 1 1 11 R09 1 1 1 1 1 1 12 R11 1 1 1 1 1 1 _______________________________________________________________________________________