Sir,
I am trying to qualify a existing steel structure for MCE condition with site spectra (model attached)
Analysis results showed a maximum displacement of around 255mm but the stress levels are with in limits.
To reduce displacement , planning to provide some bracing members & additional EP support ( model attached) .
Clarification / suggestions required on the following points.
1 . With the observed displacement of 255mm , it is correct to perform linear analysis. Doudt is whether linear analysis gives wrong indication?
2. With the bracing + EP support , the displacement in model is reduced to the requirement limit. Whether this approach is correct.
Fullscreen model chk.txt Download STAAD SPACE START JOB INFORMATION ENGINEER DATE 22-Jul-21 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS NEWTON JOINT COORDINATES 1 0 0 0; 2 0 0 700; 3 0 0 750; 4 0 -500 700; 5 0 -600 700; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 2 4; 4 4 5; DEFINE MATERIAL START ISOTROPIC STEEL E 205000 POISSON 0.3 DENSITY 7.68195e-005 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 253.2 FU 407.8 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY INDIAN 1 TO 4 TABLE FR ISMC150 CONSTANTS MATERIAL STEEL ALL SUPPORTS 1 FIXED LOAD 1 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1 JOINT LOAD 4 FY -60 LOAD 3 LOADTYPE Live TITLE SL(SSE) JOINT LOAD 4 FZ 405 LOAD 5 LOADTYPE Live TITLE SL(SSE)WITH -VE JOINT LOAD 4 FZ -405 LOAD 9 LOADTYPE Seismic TITLE EQX(SSE) SELFWEIGHT X 1 SELFWEIGHT Y 1 SELFWEIGHT Z 1 JOINT LOAD 4 FX 405 4 FY 405 4 FZ 405 4 FX 60 4 FY 60 4 FZ 60 SPECTRUM SRSS X 1 ACC DAMP 0 LIN MIS 0 20 1311.4; 4 1311.4; 2.85714 1663.3; 2.5 1785.8; 2.22222 2274.4; 2 2665.2; 1.66667 3039.6; 1.53846 3071.9; 1.42857 3918.7; 1.25 3987; 1.17647 4783.8; 1.05263 5576.7; 1 6227.5; 0.952381 6227.5; 0.869565 6627.7; 0.833333 7083.4; 0.8 7785.5; 0.740741 8205.3; 0.689655 9690.8; 0.666667 10830.2; 0.645161 13734; 0.625 15498.4; 0.588235 15976.4; 0.555556 19562.9; 0.540541 23149.4; 0.487805 32463.4; 0.47619 41230.3; 0.454545 49997.2; 0.425532 71228.4; 0.416667 87276.7; 0.4 105219; 0.338983 105219; 0.327869 108236; 0.3125 119504; 0.307692 127759; 0.285714 149554; 0.28169 158271; 0.273973 166989; 0.263158 174140; 0.196078 174140; 0.192308 168813; 0.188679 158439; 0.186916 153393; 0.185185 148627; 0.183486 144423; 0.18018 129992; 0.178571 125182; 0.175439 108844; 0.173913 102126; 0.172414 98310.1; 0.169492 84569.5; 0.166667 80923.4; 0.165289 77277.3; 0.16129 70845.7; 0.16 65604.8; 0.15873 64148.4; 0.15625 62692; 0.152672 59434.3; 0.150376 57692.1; 0.148148 57084.6; 0.145985 55869.5; 0.142857 52951; 0.141844 52329.8; 0.13986 51708.6; 0.138889 51087.4; 0.136986 50991; 0.136054 52958.4; 0.134228 56113; 0.133333 61155; 0.131579 66197; 0.12987 70245; 0.129032 72236.8; 0.128205 76220.5; 0.127389 76564.4; 0.0938967 76564.4; 0.0930233 76343.7; 0.0925926 76286.8; 0.0921659 76158.8; 0.0913242 76030.7; 0.0909091 75902.7; 0.0896861 74330.5; 0.0888889 73014.7; 0.0881057 72356.8; 0.0877193 71698.9; 0.0869565 70440.9; 0.0865801 70440.9; 0.0858369 70056; 0.0843882 70041.8; 0.083682 69720.7; 0.0829876 68851.6; 0.0823045 68417.1; 0.0809717 65290.1; 0.0806452 59884.6; 0.08 59063.5; 0.0796813 58242.4; 0.0793651 55791.9; 0.0787402 53398.4; 0.078125 51562.6; 0.0775194 50742.1; 0.0772201 49921.6; 0.0766283 48152.2; 0.0760456 46578.9; 0.0754717 45792.3; 0.0740741 43953.9; 0.0738007 42762.6; 0.0732601 41571.3; 0.0724638 40072.1; 0.0719424 39653.1; 0.0716846 39503.7; 0.0711744 39354.3; 0.0704225 38811.3; 0.0701754 38333.9; 0.0696864 38236.7; 0.0692042 38188.1; 0.0687285 38090.9; 0.0682594 37427.2; 0.0680272 37328.1; 0.0675676 37229; 0.0657895 37047.8; 0.0645161 36412; 0.0641026 36296.8; 0.0630915 35689.7; 0.0626959 35559.8; 0.0591716 35056.9; 0.0588235 34077.8; 0.0584795 33588.3; 0.0554017 33212.9; 0.0550964 33071.1; 0.0547945 33000.3; 0.0546448 32929.4; 0.0526316 32811.9; 0.0522193 32399.3; 0.0508906 32309.3; 0.0507614 32206.5; 0.050505 32103.6; 0.0503778 32000.8; 0.0496278 31922; 0.0492611 31773.9; 0.0483092 31603.7; 0.0465116 31542.5; 0.0433839 30959.8; 0.04329 30876.4; 0.030303 30211.3; LOAD 10 LOADTYPE Seismic TITLE EQY(SSE) SPECTRUM SRSS Y 1 ACC DAMP 0 LIN MIS 0 20 808.8; 4 808.8; 2.85714 966; 2.5 1097.3; 2.22222 1328.8; 2 1494.3; 1.53846 1731.3; 1.42857 2004.2; 1.25 2061.9; 1.17647 2217.1; 1.05263 2361.5; 1 2411.3; 0.869565 2411.3; 0.740741 2759.8; 0.689655 2762.1; 0.666667 2985.5; 0.645161 3335.9; 0.625 3462.9; 0.588235 3508; 0.555556 3684.4; 0.540541 3860.8; 0.487805 5454.8; 0.47619 5948.4; 0.454545 6442; 0.425532 7885.3; 0.416667 8852.2; 0.4 9823.9; 0.377358 10912.1; 0.37037 11714.5; 0.344828 13319.2; 0.338983 13751.8; 0.333333 13783.2; 0.3125 13783.2; 0.30303 14199.2; 0.285714 15975.4; 0.28169 16863.4; 0.273973 17751.5; 0.263158 19547.6; 0.25974 20621.5; 0.253165 21695.3; 0.246914 23581; 0.243902 24655.2; 0.238095 25729.5; 0.232558 27029.4; 0.229885 27926.3; 0.227273 29045.1; 0.224719 29266.9; 0.217391 29266.9; 0.212766 29348.2; 0.206186 31940.2; 0.204082 32964.3; 0.20202 35138.9; 0.192308 40893.5; 0.190476 41410; 0.188679 41668.2; 0.138889 41668.2; 0.136986 40248.3; 0.135135 38591.3; 0.134228 37817.9; 0.133333 37154.5; 0.13245 36711.4; 0.131579 36346.8; 0.130719 36139.4; 0.12987 36072.1; 0.129032 36692.2; 0.128205 37932.5; 0.127389 38469.3; 0.125786 38932.1; 0.0930233 38932.1; 0.0925926 38624.9; 0.0909091 38505.5; 0.0896861 37746.1; 0.0888889 37054.6; 0.0881057 36708.9; 0.0877193 36363.2; 0.0873362 36100.3; 0.0858369 35615.9; 0.0823045 35615.9; 0.0809717 35589.9; 0.0806452 34047; 0.08 33588.4; 0.0796813 33129.7; 0.0793651 31488.8; 0.0787402 30108; 0.078125 29196.9; 0.0775194 28663.6; 0.0772201 28130.2; 0.0766283 26953.4; 0.0760456 25697.4; 0.0740741 23468; 0.0738007 22750.1; 0.0732601 22032.2; 0.0727273 20857.3; 0.0724638 20422.3; 0.0719424 20000.4; 0.0716846 19813.5; 0.0711744 19626.6; 0.0704225 18882.6; 0.0701754 18457.5; 0.0687285 18391.6; 0.0682594 17761.7; 0.0680272 17721.5; 0.0657895 17541.5; 0.0645161 16536.6; 0.0641026 16362.9; 0.0634921 16002.7; 0.0630915 15675.4; 0.0626959 15511.7; 0.0591716 15314.7; 0.0588235 14593.4; 0.0584795 14232.8; 0.0576369 13707.8; 0.0574713 13576.7; 0.0571429 13445.7; 0.0568182 13183.6; 0.056338 13036.8; 0.0560224 12987.8; 0.0554017 12792; 0.0550964 12592.8; 0.0547945 12493.3; 0.0546448 12393.7; 0.0526316 11948.2; 0.0522193 11162.9; 0.0508906 11053.3; 0.0507614 10855.6; 0.050505 10657.8; 0.0503778 10460.1; 0.0498753 10221.5; 0.0496278 10161.9; 0.0492611 9921.5; 0.0486618 9801.4; 0.0483092 9610.9; 0.0465116 9485.9; 0.0462963 9264.8; 0.0460829 9154.2; 0.0458716 8933.1; 0.030303 7961.7; LOAD 11 LOADTYPE Seismic TITLE EQZ(SSE) SPECTRUM SRSS Z 1 ACC DAMP 0 LIN MIS 0 20 1309.7; 4 1309.7; 2.85714 1535.1; 2.5 1751.5; 2.22222 2141.9; 2 2485.3; 1.66667 2769.2; 1.53846 3080.5; 1.42857 3471.4; 1.25 3619.8; 1.17647 4334.7; 1.05263 4934.8; 1 5122.2; 0.952381 5122.2; 0.869565 5123.7; 0.833333 5606.9; 0.8 6068; 0.740741 6701.6; 0.689655 7992.1; 0.666667 8868; 0.645161 10689.1; 0.625 11634.3; 0.588235 12126.5; 0.555556 14905.5; 0.540541 17684.5; 0.487805 22461.4; 0.47619 28287; 0.454545 34112.7; 0.425532 43014.1; 0.416667 49311; 0.4 55970.5; 0.377358 61544.6; 0.37037 68450.2; 0.344828 82261.5; 0.338983 87627.6; 0.333333 89540.9; 0.28169 89540.9; 0.273973 90086.6; 0.266667 90086.6; 0.253165 92539.6; 0.246914 93985.7; 0.183486 93985.7; 0.181818 92863.1; 0.178571 91740.5; 0.175439 90786.8; 0.169492 90786.8; 0.166667 90186.8; 0.165289 89586.9; 0.16129 85604.1; 0.15873 78316.8; 0.15748 76357.7; 0.15625 75051.6; 0.153846 69953.9; 0.152672 67613.1; 0.151515 65688.2; 0.150376 64595.1; 0.149254 63701.9; 0.148148 63208.4; 0.145985 61234.4; 0.142857 57726.2; 0.141844 56833.2; 0.13986 55940.2; 0.138889 55047.2; 0.136986 51142.9; 0.134228 48512.8; 0.13245 47725.8; 0.131579 46938.8; 0.12987 45278.4; 0.126582 41708.6; 0.125 38827.5; 0.124224 37703; 0.123457 36946.8; 0.121951 36914.1; 0.110497 36914.1; 0.10929 36841.4; 0.108696 36189.5; 0.108108 34767.5; 0.106952 33275.6; 0.10582 31961; 0.104167 30570.3; 0.103627 29730.3; 0.102564 28534.7; 0.102041 28445.9; 0.10101 28357; 0.0943396 28357; 0.0938967 28336.3; 0.0930233 28116.3; 0.0925926 27873.4; 0.0921659 27693.8; 0.0913242 27514.2; 0.0909091 27334.6; 0.0896861 26947.5; 0.0877193 26909.2; 0.0873362 26879.5; 0.0865801 26868.6; 0.0858369 26405.7; 0.0851064 26239; 0.0843882 25905.7; 0.083682 25003; 0.0829876 24694.7; 0.0823045 24540.6; 0.0809717 23459.9; 0.0806452 22271.9; 0.08 22206.6; 0.0796813 22141.2; 0.0793651 21970; 0.0775194 21727.6; 0.0772201 21671.2; 0.0766283 21510.7; 0.0760456 21303.1; 0.0749064 21077.9; 0.0743494 21044.6; 0.0687285 21044.6; 0.0657895 20903.1; 0.0645161 20413.6; 0.0630915 20061; 0.0576369 19830.3; 0.0574713 19784.7; 0.0571429 19739.2; 0.0568182 19648.1; 0.0554017 19533.2; 0.0526316 19533.2; 0.0508906 19504.1; 0.0507614 19459.6; 0.050505 19415.2; 0.0503778 19370.7; 0.0465116 19170.2; 0.0449438 18948.4; 0.0414079 18948.4; 0.030303 18516.6; LOAD COMB 20 LC1(SSE) 1 1.0 9 1.0 3 1.0 LOAD COMB 21 LC2(SSE) 1 1.0 10 1.0 3 1.0 LOAD COMB 22 LC3(SSE) 1 1.0 11 1.0 3 1.0 LOAD COMB SRSS 23 LC4(SSE) -1 1.0 9 1.0 10 1.0 11 1.0 -3 1.0 1 LOAD COMB 24 LC1(SSE WITH -VE SL) 1 1.0 5 1.0 9 1.0 LOAD COMB 25 LC2(SSE WITH -VE SL) 1 1.0 5 1.0 10 1.0 LOAD COMB 26 LC3(SSE WITH -VE SL) 1 1.0 5 1.0 11 1.0 LOAD COMB SRSS 27 LC4(SSE WITH -VE SL) -1 1.0 -5 1.0 9 1.0 10 1.0 11 1.0 1 PERFORM ANALYSIS PRINT STATICS CHECK FINISH FINISH
STAAD SPACE START JOB INFORMATION ENGINEER DATE 22-Jul-21 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS NEWTON JOINT COORDINATES 1 0 0 0; 2 0 0 700; 3 0 0 750; 4 0 -500 700; 5 0 -600 700; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 2 4; 4 4 5; DEFINE MATERIAL START ISOTROPIC STEEL E 205000 POISSON 0.3 DENSITY 7.68195e-005 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 253.2 FU 407.8 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY INDIAN 1 TO 4 TABLE FR ISMC150 CONSTANTS MATERIAL STEEL ALL SUPPORTS 1 FIXED LOAD 1 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1 JOINT LOAD 4 FY -60 LOAD 3 LOADTYPE Live TITLE SL(SSE) JOINT LOAD 4 FZ 405 LOAD 5 LOADTYPE Live TITLE SL(SSE)WITH -VE JOINT LOAD 4 FZ -405 LOAD 9 LOADTYPE Seismic TITLE EQX(SSE) SELFWEIGHT X 1 SELFWEIGHT Y 1 SELFWEIGHT Z 1 JOINT LOAD 4 FX 405 4 FY 405 4 FZ 405 4 FX 60 4 FY 60 4 FZ 60 SPECTRUM SRSS X 1 ACC DAMP 0 LIN MIS 0 20 1311.4; 4 1311.4; 2.85714 1663.3; 2.5 1785.8; 2.22222 2274.4; 2 2665.2; 1.66667 3039.6; 1.53846 3071.9; 1.42857 3918.7; 1.25 3987; 1.17647 4783.8; 1.05263 5576.7; 1 6227.5; 0.952381 6227.5; 0.869565 6627.7; 0.833333 7083.4; 0.8 7785.5; 0.740741 8205.3; 0.689655 9690.8; 0.666667 10830.2; 0.645161 13734; 0.625 15498.4; 0.588235 15976.4; 0.555556 19562.9; 0.540541 23149.4; 0.487805 32463.4; 0.47619 41230.3; 0.454545 49997.2; 0.425532 71228.4; 0.416667 87276.7; 0.4 105219; 0.338983 105219; 0.327869 108236; 0.3125 119504; 0.307692 127759; 0.285714 149554; 0.28169 158271; 0.273973 166989; 0.263158 174140; 0.196078 174140; 0.192308 168813; 0.188679 158439; 0.186916 153393; 0.185185 148627; 0.183486 144423; 0.18018 129992; 0.178571 125182; 0.175439 108844; 0.173913 102126; 0.172414 98310.1; 0.169492 84569.5; 0.166667 80923.4; 0.165289 77277.3; 0.16129 70845.7; 0.16 65604.8; 0.15873 64148.4; 0.15625 62692; 0.152672 59434.3; 0.150376 57692.1; 0.148148 57084.6; 0.145985 55869.5; 0.142857 52951; 0.141844 52329.8; 0.13986 51708.6; 0.138889 51087.4; 0.136986 50991; 0.136054 52958.4; 0.134228 56113; 0.133333 61155; 0.131579 66197; 0.12987 70245; 0.129032 72236.8; 0.128205 76220.5; 0.127389 76564.4; 0.0938967 76564.4; 0.0930233 76343.7; 0.0925926 76286.8; 0.0921659 76158.8; 0.0913242 76030.7; 0.0909091 75902.7; 0.0896861 74330.5; 0.0888889 73014.7; 0.0881057 72356.8; 0.0877193 71698.9; 0.0869565 70440.9; 0.0865801 70440.9; 0.0858369 70056; 0.0843882 70041.8; 0.083682 69720.7; 0.0829876 68851.6; 0.0823045 68417.1; 0.0809717 65290.1; 0.0806452 59884.6; 0.08 59063.5; 0.0796813 58242.4; 0.0793651 55791.9; 0.0787402 53398.4; 0.078125 51562.6; 0.0775194 50742.1; 0.0772201 49921.6; 0.0766283 48152.2; 0.0760456 46578.9; 0.0754717 45792.3; 0.0740741 43953.9; 0.0738007 42762.6; 0.0732601 41571.3; 0.0724638 40072.1; 0.0719424 39653.1; 0.0716846 39503.7; 0.0711744 39354.3; 0.0704225 38811.3; 0.0701754 38333.9; 0.0696864 38236.7; 0.0692042 38188.1; 0.0687285 38090.9; 0.0682594 37427.2; 0.0680272 37328.1; 0.0675676 37229; 0.0657895 37047.8; 0.0645161 36412; 0.0641026 36296.8; 0.0630915 35689.7; 0.0626959 35559.8; 0.0591716 35056.9; 0.0588235 34077.8; 0.0584795 33588.3; 0.0554017 33212.9; 0.0550964 33071.1; 0.0547945 33000.3; 0.0546448 32929.4; 0.0526316 32811.9; 0.0522193 32399.3; 0.0508906 32309.3; 0.0507614 32206.5; 0.050505 32103.6; 0.0503778 32000.8; 0.0496278 31922; 0.0492611 31773.9; 0.0483092 31603.7; 0.0465116 31542.5; 0.0433839 30959.8; 0.04329 30876.4; 0.030303 30211.3; LOAD 10 LOADTYPE Seismic TITLE EQY(SSE) SPECTRUM SRSS Y 1 ACC DAMP 0 LIN MIS 0 20 808.8; 4 808.8; 2.85714 966; 2.5 1097.3; 2.22222 1328.8; 2 1494.3; 1.53846 1731.3; 1.42857 2004.2; 1.25 2061.9; 1.17647 2217.1; 1.05263 2361.5; 1 2411.3; 0.869565 2411.3; 0.740741 2759.8; 0.689655 2762.1; 0.666667 2985.5; 0.645161 3335.9; 0.625 3462.9; 0.588235 3508; 0.555556 3684.4; 0.540541 3860.8; 0.487805 5454.8; 0.47619 5948.4; 0.454545 6442; 0.425532 7885.3; 0.416667 8852.2; 0.4 9823.9; 0.377358 10912.1; 0.37037 11714.5; 0.344828 13319.2; 0.338983 13751.8; 0.333333 13783.2; 0.3125 13783.2; 0.30303 14199.2; 0.285714 15975.4; 0.28169 16863.4; 0.273973 17751.5; 0.263158 19547.6; 0.25974 20621.5; 0.253165 21695.3; 0.246914 23581; 0.243902 24655.2; 0.238095 25729.5; 0.232558 27029.4; 0.229885 27926.3; 0.227273 29045.1; 0.224719 29266.9; 0.217391 29266.9; 0.212766 29348.2; 0.206186 31940.2; 0.204082 32964.3; 0.20202 35138.9; 0.192308 40893.5; 0.190476 41410; 0.188679 41668.2; 0.138889 41668.2; 0.136986 40248.3; 0.135135 38591.3; 0.134228 37817.9; 0.133333 37154.5; 0.13245 36711.4; 0.131579 36346.8; 0.130719 36139.4; 0.12987 36072.1; 0.129032 36692.2; 0.128205 37932.5; 0.127389 38469.3; 0.125786 38932.1; 0.0930233 38932.1; 0.0925926 38624.9; 0.0909091 38505.5; 0.0896861 37746.1; 0.0888889 37054.6; 0.0881057 36708.9; 0.0877193 36363.2; 0.0873362 36100.3; 0.0858369 35615.9; 0.0823045 35615.9; 0.0809717 35589.9; 0.0806452 34047; 0.08 33588.4; 0.0796813 33129.7; 0.0793651 31488.8; 0.0787402 30108; 0.078125 29196.9; 0.0775194 28663.6; 0.0772201 28130.2; 0.0766283 26953.4; 0.0760456 25697.4; 0.0740741 23468; 0.0738007 22750.1; 0.0732601 22032.2; 0.0727273 20857.3; 0.0724638 20422.3; 0.0719424 20000.4; 0.0716846 19813.5; 0.0711744 19626.6; 0.0704225 18882.6; 0.0701754 18457.5; 0.0687285 18391.6; 0.0682594 17761.7; 0.0680272 17721.5; 0.0657895 17541.5; 0.0645161 16536.6; 0.0641026 16362.9; 0.0634921 16002.7; 0.0630915 15675.4; 0.0626959 15511.7; 0.0591716 15314.7; 0.0588235 14593.4; 0.0584795 14232.8; 0.0576369 13707.8; 0.0574713 13576.7; 0.0571429 13445.7; 0.0568182 13183.6; 0.056338 13036.8; 0.0560224 12987.8; 0.0554017 12792; 0.0550964 12592.8; 0.0547945 12493.3; 0.0546448 12393.7; 0.0526316 11948.2; 0.0522193 11162.9; 0.0508906 11053.3; 0.0507614 10855.6; 0.050505 10657.8; 0.0503778 10460.1; 0.0498753 10221.5; 0.0496278 10161.9; 0.0492611 9921.5; 0.0486618 9801.4; 0.0483092 9610.9; 0.0465116 9485.9; 0.0462963 9264.8; 0.0460829 9154.2; 0.0458716 8933.1; 0.030303 7961.7; LOAD 11 LOADTYPE Seismic TITLE EQZ(SSE) SPECTRUM SRSS Z 1 ACC DAMP 0 LIN MIS 0 20 1309.7; 4 1309.7; 2.85714 1535.1; 2.5 1751.5; 2.22222 2141.9; 2 2485.3; 1.66667 2769.2; 1.53846 3080.5; 1.42857 3471.4; 1.25 3619.8; 1.17647 4334.7; 1.05263 4934.8; 1 5122.2; 0.952381 5122.2; 0.869565 5123.7; 0.833333 5606.9; 0.8 6068; 0.740741 6701.6; 0.689655 7992.1; 0.666667 8868; 0.645161 10689.1; 0.625 11634.3; 0.588235 12126.5; 0.555556 14905.5; 0.540541 17684.5; 0.487805 22461.4; 0.47619 28287; 0.454545 34112.7; 0.425532 43014.1; 0.416667 49311; 0.4 55970.5; 0.377358 61544.6; 0.37037 68450.2; 0.344828 82261.5; 0.338983 87627.6; 0.333333 89540.9; 0.28169 89540.9; 0.273973 90086.6; 0.266667 90086.6; 0.253165 92539.6; 0.246914 93985.7; 0.183486 93985.7; 0.181818 92863.1; 0.178571 91740.5; 0.175439 90786.8; 0.169492 90786.8; 0.166667 90186.8; 0.165289 89586.9; 0.16129 85604.1; 0.15873 78316.8; 0.15748 76357.7; 0.15625 75051.6; 0.153846 69953.9; 0.152672 67613.1; 0.151515 65688.2; 0.150376 64595.1; 0.149254 63701.9; 0.148148 63208.4; 0.145985 61234.4; 0.142857 57726.2; 0.141844 56833.2; 0.13986 55940.2; 0.138889 55047.2; 0.136986 51142.9; 0.134228 48512.8; 0.13245 47725.8; 0.131579 46938.8; 0.12987 45278.4; 0.126582 41708.6; 0.125 38827.5; 0.124224 37703; 0.123457 36946.8; 0.121951 36914.1; 0.110497 36914.1; 0.10929 36841.4; 0.108696 36189.5; 0.108108 34767.5; 0.106952 33275.6; 0.10582 31961; 0.104167 30570.3; 0.103627 29730.3; 0.102564 28534.7; 0.102041 28445.9; 0.10101 28357; 0.0943396 28357; 0.0938967 28336.3; 0.0930233 28116.3; 0.0925926 27873.4; 0.0921659 27693.8; 0.0913242 27514.2; 0.0909091 27334.6; 0.0896861 26947.5; 0.0877193 26909.2; 0.0873362 26879.5; 0.0865801 26868.6; 0.0858369 26405.7; 0.0851064 26239; 0.0843882 25905.7; 0.083682 25003; 0.0829876 24694.7; 0.0823045 24540.6; 0.0809717 23459.9; 0.0806452 22271.9; 0.08 22206.6; 0.0796813 22141.2; 0.0793651 21970; 0.0775194 21727.6; 0.0772201 21671.2; 0.0766283 21510.7; 0.0760456 21303.1; 0.0749064 21077.9; 0.0743494 21044.6; 0.0687285 21044.6; 0.0657895 20903.1; 0.0645161 20413.6; 0.0630915 20061; 0.0576369 19830.3; 0.0574713 19784.7; 0.0571429 19739.2; 0.0568182 19648.1; 0.0554017 19533.2; 0.0526316 19533.2; 0.0508906 19504.1; 0.0507614 19459.6; 0.050505 19415.2; 0.0503778 19370.7; 0.0465116 19170.2; 0.0449438 18948.4; 0.0414079 18948.4; 0.030303 18516.6; LOAD COMB 20 LC1(SSE) 1 1.0 9 1.0 3 1.0 LOAD COMB 21 LC2(SSE) 1 1.0 10 1.0 3 1.0 LOAD COMB 22 LC3(SSE) 1 1.0 11 1.0 3 1.0 LOAD COMB SRSS 23 LC4(SSE) -1 1.0 9 1.0 10 1.0 11 1.0 -3 1.0 1 LOAD COMB 24 LC1(SSE WITH -VE SL) 1 1.0 5 1.0 9 1.0 LOAD COMB 25 LC2(SSE WITH -VE SL) 1 1.0 5 1.0 10 1.0 LOAD COMB 26 LC3(SSE WITH -VE SL) 1 1.0 5 1.0 11 1.0 LOAD COMB SRSS 27 LC4(SSE WITH -VE SL) -1 1.0 -5 1.0 9 1.0 10 1.0 11 1.0 1 PERFORM ANALYSIS PRINT STATICS CHECK FINISH FINISH
Considering the cantilever arrangement of the model, high deflection is possible. It is always better to restrain the end if possible to arrest the unnecessary deflection. I hope in practical case also there will be restrains at the end through end plate.