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01 deplasari laterale structura

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Mode Period UX UY RZ Tc= 1.00 1 0.6055 86.5148 0.0000 0.0000 niu= 0.50 2 0.5585 0.0000 87.0282 0.0000 q= 6.75 3 0.5522 0.0000 0.0000 87.4285 Cdirx= 1.4863 Cdiry= 1.6039 SLS pe dir X SLS dr,amd Pct. 15 d elastic d relativ SLS d rel S=0,005*hniv Verificare SLU d rel E5 0.0163 0.0012 0.0041 0.0143 OK 0.0241 E4 0.0151 0.0019 0.0064 0.0143 OK 0.0381 E3 0.0132 0.0027 0.0091 0.0143 OK 0.0542 E2 0.0105 0.0032 0.0108 0.0143 OK 0.0642 E1 0.0073 0.0036 0.0122 0.0143 OK 0.0722 P 0.0037 0.0037 0.0125 0.0173 OK 0.0742 SLS pe dir Y SLS dr,amd Pct. 20 d elastic d relativ SLS d rel S=0,005*hniv Verificare SLU d rel E5 0.0147 0.0011 0.0037 0.0143 OK 0.0238 E4 0.0136 0.0017 0.0057 0.0143 OK 0.0368 E3 0.0119 0.0024 0.0081 0.0143 OK 0.0520 E2 0.0095 0.0028 0.0095 0.0143 OK 0.0606 E1 0.0067 0.0032 0.0108 0.0143 OK 0.0693 P 0.0035 0.0035 0.0118 0.0173 OK 0.0758 Marim stalpii interiori cu 10 cm Mode Period UX UY RZ 1 0.5740 85.7206 0.0000 0.0000 Cdirx= 2 0.5411 0.0000 0.0000 87.1884 Cdiry= 3 0.5253 0.0000 86.2362 0.0000 SLS pe dir X SLS dr,amd Pct. 15 d elastic d relativ SLS d rel S=0,005*hniv Verificare SLU d rel E5 0.0148 0.0011 0.0037 0.0143 OK 0.0232 E4 0.0137 0.0018 0.0061 0.0143 OK 0.0380 E3 0.0119 0.0025 0.0084 0.0143 OK 0.0528 E2 0.0094 0.0030 0.0101 0.0143 OK 0.0634 E1 0.0064 0.0032 0.0108 0.0143 OK 0.0676 P 0.0032 0.0032 0.0108 0.0173 OK 0.0676 SLS pe dir Y SLS dr,amd Pct. 20 d elastic d relativ SLS d rel S=0,005*hniv Verificare SLU d rel E5 0.0133 0.0010 0.0034 0.0143 OK 0.0228 E4 0.0123 0.0017 0.0057 0.0143 OK 0.0387 E3 0.0106 0.0022 0.0074 0.0143 OK 0.0501 E2 0.0084 0.0026 0.0088 0.0143 OK 0.0592

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01 Deplasari Laterale Structura

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Sheet1ModePeriodUXUYRZTc=1.00hparter=3.4510.605586.51480.00000.0000niu=0.50hetaj=2.8520.55850.000087.02820.0000q=6.7530.55220.00000.000087.4285

Cdirx=1.4863Cdiry=1.6039

SLS pe dir XSLS dr,amdSLU dr,amdPct. 15d elasticad relativSLS d relS=0,005*hnivVerificareSLU d relS=0,025*hnivVerificareE50.01630.00120.00400.0143OK0.02410.0713OKE40.01510.00190.00640.0143OK0.03810.0713OKE30.01320.00270.00910.0143OK0.05420.0713OKE20.01050.00320.01080.0143OK0.06420.0713OKE10.00730.00360.01220.0143OK0.07220.0713XP0.00370.00370.01250.0173OK0.07420.0863OK

SLS pe dir YSLS dr,amdSLU dr,amdPct. 20d elasticad relativSLS d relS=0,005*hnivVerificareSLU d relS=0,025*hnivVerificareE50.01470.00110.00370.0143OK0.02380.0713OKE40.01360.00170.00570.0143OK0.03680.0713OKE30.01190.00240.00810.0143OK0.05200.0713OKE20.00950.00280.00940.0143OK0.06060.0713OKE10.00670.00320.01080.0143OK0.06930.0713OKP0.00350.00350.01180.0173OK0.07580.0863OKMarim stalpii interiori cu 10 cmModePeriodUXUYRZ10.574085.72060.00000.0000Cdirx=1.565020.54110.00000.000087.1884Cdiry=1.686830.52530.000086.23620.0000SLS pe dir XSLS dr,amdSLU dr,amdPct. 15d elasticad relativSLS d relS=0,005*hnivVerificareSLU d relS=0,025*hnivVerificareE50.01480.00110.00370.0143OK0.02320.0713OKE40.01370.00180.00610.0143OK0.03800.0713OKE30.01190.00250.00840.0143OK0.05280.0713OKE20.00940.00300.01010.0143OK0.06340.0713OKE10.00640.00320.01080.0143OK0.06760.0713OKP0.00320.00320.01080.0173OK0.06760.0863OKSLS pe dir YSLS dr,amdSLU dr,amdPct. 20d elasticad relativSLS d relS=0,005*hnivVerificareSLU d relS=0,025*hnivVerificareE50.01330.00100.00340.0143OK0.02280.0713OKE40.01230.00170.00570.0143OK0.03870.0713OKE30.01060.00220.00740.0143OK0.05010.0713OKE20.00840.00260.00880.0143OK0.05920.0713OKE10.00580.00280.00940.0143OK0.06380.0713OKP0.00300.00300.01010.0173OK0.06830.0863OK

Sheet2

Sheet3


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