框架柱内力一般组合(本表格含有公式）荷载种类杆件楼层截面内力MNMNMNMNMNMNMNMNMNMNMNMNSGKSQKSEK左震右震70.55358.91358.9183.92358.91-99.62402.65-73.05402.65108.94402.6573.05402.65-84.58358.91-83.92358.9194.90831.7788.04831.77-62.55906.26-57.21γRE[1.2(SGK+0.5SQK)+1±Mmax及Nmin及相Nmax及相应1.2恒+1.4活1.35恒+活.3SEK]）相应的N应的M的M左震-10.09258.3959.4179.18346.89-104.43391.66-76.68389.84104.13391.6676.68392.13-80.48351.98-79.18343.2885.80811.8379.13803.35-70.91877.57-65.60右震98.1271.50351.9885.23366.98-95.74408.09-67.99409.92112.82408.0967.99407.63-86.52361.89-85.23370.5998.88831.6192.21840.09-52.01908.87-46.7070.5470.84395.6787.35395.67-113.99441.58-79.22441.58120.65441.5879.22441.58-90.73395.67-87.35395.6796.22894.4789.29894.47-65.86965.98-60.0098.12984.84395.67984.84346.89#######391.66#######441.58#######441.58#######392.13984.84351.98984.84395.67#######894.47#######803.35#######877.57#######-10.0970.8459.4179.18346.89-113.99391.66-79.2275.43104.1368.5167.99-25.78-90.73-33.63-87.35343.2885.80811.8379.13803.35-70.91877.57-65.6049.14358.9150.0087.35-37.60-95.74-37.97-67.9937.60120.6537.9779.22-49.14-80.48-50.00-79.1849.4498.8848.2992.21-37.84-52.01-38.04-46.70柱顶6柱底41.4914.83-55.555.49282.6514.0955.6112.28282.6514.09-86.9-2.42.43.93-3.93-2.42.47.973.456.523.457.973.456.52柱顶5柱底 柱顶4柱底3.33-7.97312.4119.83-3.45-54.87-5.15-6.52312.4119.83-3.4586.93.33-7.97312.4119.83-3.4554.875.15-6.52312.4119.833.45-3.456.15-2.43.93-2.4柱顶3柱底-61.52-7.68-6.15282.6514.092.4-55.61-12.3-3.93282.6514.092.4柱顶2柱底57.6918.34-10.810.84609.471.78-5.1953.5616.98-7.85609.471.78-5.195.197.855.19柱顶1柱底 -42.97-7.85-14.614.58646.5393.16-7.57.5-38.84-7.57-12.412.42646.5393.16-7.57.5四 层三层二层一层γRE0.750.750.750.750.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.8