单层厂房内力组合表表格推荐下载.xlsx
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单层厂房内力组合表表格推荐下载.xlsx
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单跨排架柱的内力组合表(单位:
@#@kN、kNm)柱柱号号、控控制制截截面面及及正正向向内内力力荷荷载载类类型型恒恒荷荷载载活活荷荷载载荷荷载载编编号号屋屋面面恒恒荷荷载载柱柱、吊吊车车梁梁自自重重屋屋面面均均布布活活荷荷载载MVNMVNMVN-12.2005.972244.0900.0000.0000.000-1.9200.91038.31011.9505.972244.0900.0000.00017.4721.9000.91038.310-24.4905.972244.09022.3000.00062.770-3.8400.91038.31015.4705.972244.09022.3000.00096.2722.4400.91038.310由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合GjSGjk+Q1L1SG1K+QiLiCiSQik组组合合式式+Mmax及及相相应应N、V1.2*(+)+1.4*+1.4*(0.7*)-Mmax及及相相应应N、V1.2*(+)+1.4*+1.4*(-0.7*+0.6*)Nmax及及相相应应M、V1.2*(+)+1.4*+1.4*(+0.7*+0.7*+0.6*)Nmin及及相相应应M、V1.2*(+)+1.4*+Mmax及及相相应应N、V1.2*(+)+1.4*+1.4*(+0.7*+0.6*)-Mmax及及相相应应N、V1.2*(+)+1.4*+1.4*(+0.7*-0.7*+0.6*)Nmax及及相相应应M、V1.2*(+)+1.4*+1.4*(0.7*+0.7*+0.6*)Nmin及及相相应应M、V1.2*(+)+1.4*+Mmax及及相相应应N、V1.2*(+)+1.4*+1.4*(0.7*+0.7*+0.7*)-Mmax及及相相应应N、V1.2*(+)+1.4*+1.4*(+0.7*-0.7*)Nmax及及相相应应M、V1.2*(+)+1.4*+1.4*(0.7*(+)+0.6*)内内力力标标准准值值控控制制截截面面荷荷载载组组合合内内力力组组合合NMVNmin及及相相应应M、V1.35*(+)+1.4*标标准准组组合合SGk+SQ1k+ciSQik组组合合式式MkNk+Mmax,k及及相相应应Nk、Vk+(0.7*+0.7*+0.7*)271.693592.019-Mmax,k及及相相应应Nk、Vk(+)+-42.990416.942ANDmax,k在在A柱柱Dmin,k在在A柱柱Tmax,k左左风风MVNMVNMVNMV0.000-11.0700.0000.000-11.0700.0000.0000.0000.0000.0001.446-46.490-11.0700.000-46.490-11.0700.00011.9709.9700.00023.5309.762130.166-11.070321.200-4.380-11.07076.58011.9709.9700.00023.5309.76253.780-11.070321.200-80.760-11.07076.58080.7709.9700.000138.03023.424由由永永久久荷荷载载效效应应控控制制的的基基本本组组合合(此此时时可可变变荷荷载载仅仅限限于于竖竖向向荷荷载载)GSGk+QiciSQik(本本设设计计中中ci=0.7)MVN组组合合式式49.14449.14421.72521.725351.4182351.41821.35*(+)+1.4*(0.7*+0.6*)-86.6938-86.6938-26.057-26.057313.8744313.87441.35*(+)+1.4*(0.7*-0.7*+0.6*)2.93562.935615.5624815.56248367.5084367.50841.35*(+)+1.4*(0.7*+0.7*+0.7*+0.6*)47.28247.28220.833220.8332313.8744313.87441.35*(+)+1.4*(0.7*)211.1002211.10029.639089.63908817.912817.9121.35*(+)+1.4*(0.7*+0.7*+0.6*)-62.2386-62.2386-25.9464-25.9464475.4608475.46081.35*(+)+1.4*(0.7*+0.7*-0.7*+0.6*)207.337207.33710.5308810.53088855.4558855.45581.35*(+)+1.4*(0.7*+0.7*+0.7*+0.6*)-42.99-42.99-6.0916-6.0916368.232368.2321.35*(+)+1.4*(0.6*)372.8162372.816239.773839.7738760.7542760.75421.35*(+)+1.4*(0.7*+0.7*+0.7*+0.6*)-286.1274-286.1274-38.6808-38.6808483.4828483.48281.35*(+)+1.4*(0.7*-0.7*+0.6*)159.8076159.80761.387761.38776970.7066970.70661.35*(+)+1.4*(0.7(+)+0.6*)单跨排架柱的内力组合表(单位:
@#@kN、kNm)活活荷荷载载由由可可变变荷荷载载效效应应控控制制的的基基本本组组合合GjSGjk+Q1L1SG1K+QiLiCiSQik244.2315244.231540.855840.8558459.4887459.48871.35*(+)+1.4*Vk组组合合式式Mk-16.2112Nmax,k及及相相应应Mk、Vk(+)+0.7*(+)+0.6*232.61510.880Nmin,k及及相相应应Mk、Vk(+)+0.7*-0.7*-198.981右右风风NMVN0.0000.000-4.2600.0000.000-28.830-9.4700.0000.000-28.830-9.4700.0000.000-123.680-18.0200.000MVN37.759717.15408390.65-65.3755-20.5118353.113.930116.07608390.6539.191917.62896353.11156.1019815.18428729.04-46.9599-19.62526.85152.3387816.07608766.5816.808716.26228414.26152.3387816.07608766.58-211.2011-27.6938534.54301.184927.55216811.81由由永永久久荷荷载载效效应应控控制制的的基基本本组组合合(此此时时可可变变荷荷载载仅仅限限于于竖竖向向荷荷载载)GSGk+QiciSQik(本本设设计计中中ci=0.7)1.35*(+)+1.4*(0.7*+0.7*+0.7*+0.6*)1.35*(+)+1.4*(0.7*+0.7*-0.7*+0.6*)1.35*(+)+1.4*(0.7*+0.7*+0.7*+0.6*)1.35*(+)+1.4*(0.7*+0.7*+0.7*+0.6*)244.231540.8558459.49NkVk688.379-12.3242393.968-8.5078
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- 单层 厂房 内力 组合