框架柱截面设计 抗震最不利内力组合

柱抗震基本组合截面位置内力(kN)MNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNRE(1.2SGE1.3SEK)左震18.50320.93-95.78357.41-181.42642.2716.16678.75-139.03948.6283.38985.10-170.691242.22130.261278.70-190.981440.27172.611479.81-118.871766.76364.701807.83-4.85405.98-23.11442.46-162.15835.3561.77871.83-169.151269.26125.791305.74-217.651705.06163.021741.54右震180.41358.73-96.26395.21180.1754.05-131.87790.53206.991164.09-185.821200.57236.891596.40-198.711632.88252.361951.93-270.161991.47192.082431.55-423.982472.62191.92401.24-112.29437.72209.92816.94-170.07853.42261.731228.14-221.771264.62299.781637.43-256.891673.91最不利内力|Mmax|及相应的N180.41358.73-96.26395.21180.10754.05-131.87790.53206.991164.09-185.821200.57236.891596.40-198.711632.88252.361951.93-270.161991.47192.082431.55-423.982472.62191.92401.24-112.29437.72209.92816.94-170.07853.42261.731228.14-221.771264.62299.781637.43-256.891673.91柱顶第5层柱底柱顶第4层柱底柱顶第3层柱底A柱柱顶第2层柱底柱顶第1层柱底柱顶第-1层柱底柱顶第5层柱底柱顶第4层柱底柱顶第3层柱底E柱柱顶第2层柱底柱

柱顶第1层柱底柱顶第-1层柱底MNMNMNMN-239.572144.26226.392183.80-158.192614.48386.162655.55323.192043.42-334.882082.96232.262482.07-447.542523.13323.192043.42-334.882082.96232.262482.07-447.542523.13最不利内力最不利内力Nmax及相应的Nmin及相应的MM180.41358.73-96.26395.21180.10754.05-131.87790.53206.991164.09-185.821200.57236.891596.40-198.711632.88252.361951.93-270.161991.47192.082431.55-423.982472.62-4.85405.98-23.11442.46-162.15835.3561.77871.83-169.151269.26125.791305.74-217.651705.06163.021741.5418.50320.93-95.78357.41-181.42642.2716.16678.75-139.03948.6283.38985.10-170.691242.22130.261278.70-190.981440.27172.611479.81-118.871766.76364.701807.83191.92401.24-112.29437.72209.92816.94-170.07853.42261.731228.14-221.771264.62299.781637.43-256.891673.91-239.572144.26226.392183.80-158.192614.48386.162655.55323.192043.42-334.882082.96232.262482.07-447.542523.13