表6.31（a） 横向框架A柱弯矩和轴力组层次截面柱顶6.00柱底柱顶5.00柱底柱顶4.00柱底柱顶3.00柱底柱顶2.00柱底柱顶1.00柱底内力MNMNMNMNMNMNMNMNMNMNMNMNSGk52.68145.08-34.17177.4823.88328.66-28.30361.0628.30512.35-29.98544.7526.08696.06-21.28728.4618.39861.52-25.043.9212.791027.00-6.391059.40SQk和雪载15.9635.80-10.4268.207.36104.10-8.67138.508.67174.40-8.67206.808.67242.70-8.48275.108.93311.00-11.14345.405.70381.30-2.85413.704.668.98-7.4541.3.5977.25-8.67109.658.67145.55-8.67177.958.67218.25-8.48250.658.93290.95-11.14323.355.70363.65-2.85396.05SEk-61.0018.6026.10-18.60-86.80-53.9057.90-53.90-105.10-106.6086.00-106.60-124.30-173.20101.70-173.20-124.90-245.00124.90-245.00-72.30-312.70265.40-312.7061.00-18.60-26.1018.6086.8053.90-57.9053.90105.10106.60-86.00106.60124.30173.20-101.70173.20124.90245.00-124.90245.0072.30312.70-265.40312.70左震组合-9.97162.93-8.66170.90-62.74296.5428.343.19-77.97450.8656.50497.51-100.07592.8581.27639.51-107.96711.92100.51758.57-60.18835.26268.51881.92表6.31（b） 横向框架A柱柱端组合弯矩设计值的调整
层次截面γRE（∑Mc=ηc∑γREN
柱顶--6.00
柱底--柱顶117.80408.65
5.00
柱底91.55455.31
柱顶140.63672.58
4.00
柱底122.38719.24
柱顶158.47953.11
3.00
柱底130.26999.76
表6.32 横向框架A柱剪力组合（kN）
层次6.005.004.003.002.001.00
SGk-28.95-17.39-19.43-15.79-14.48-4.79
SQk和雪载-8.79-5.34-5.78-5.72-6.69-2.14
-4.04-6.09-5.78-5.72-6.69-2.14
24.2040.2053.1062.8069.4073.40
SEk
-24.20-40.20-53.10-62.80-69.40-73.40
左震组合右震组合-4.8523.5835.9150.3758.5175.13
-58.33-65.26-81.44-88.42-94.87-87.08
1.35SGk+SQk-47.87-28.82-32.01-27.04-26.24-8.61
层次
6.00
5.00
4.00
3.00
2.00
1.00
层次截面γRE（∑Mc=ηc∑γREN
层次654321
表6.33（a） 横向框架B柱弯矩和轴力组
截面内力SGkSQk和雪载SEk左震组合柱顶
M-41.68-12.87-3.96-76.1076.10-113.49N205.8460.9514.651.70-1.70206.41柱底M28.288.566.2441.10-41.1068.33N238.2493.3547.051.70-1.70253.06柱顶
M-21.-6.44-8.05-107.50
107.50-136.68N454.59154.20107.904.00-4.00492.36柱底M24.517.317.3188.00-88.00118.56N486.99186.60140.304.00-4.00539.01柱顶
M-24.51-7.32-7.32-142.00
142.00-174.72N703.45247.45183.955.60-5.60769.43柱底M26.037.317.31116.20-116.20149.35N735.85279.85216.355.60-5.60816.09柱顶
M-22.31-7.32-7.32-168.10
168.10-199.76N952.33340.70260.009.00-9.001048.40柱底M17.827.197.19137.50-137.50163.56N984.73373.10292.409.00-9.001095.05柱顶
M-14.73-7.48-7.48-168.80168.80-193.28N1182.933.95336.0512.70-12.701310.15柱底M19.799.109.10168.80-168.80198.92N1215.366.35368.4512.70-12.701356.81柱顶
M-10.22-4.69-4.69-144.70144.70-162.55N1413.61
527.20412.1010.80-10.801566.11柱底
M5.112.352.35311.70-311.70330.20N
1446.90
559.60
444.50
10.80
-10.80
1613.62
表6.33（b） 横向框架B柱柱端组合弯矩设计值的调整
6.00
5.00
4.00
3.00
柱顶柱底柱顶柱底柱顶柱底柱顶柱底--136.68118.56174.72149.35199.76163.56--492.36
539.01
769.43
816.09
1048.40
1095.05
表6.34 横向框架B柱剪力组合（kN）
SGkSQk和雪载SEk左震组合右震组合1.35SGk+SQk23.327.143.4032.60-32.6061.54-10.5038.6215.474.585.1254.30-54.3078.39-41.6125.4616.854.874.8771.70-71.7098.90-59.5627.6213.384.844.8484.90-84.90109.93-77.7022.9011.505.535.5393.80-93.80118.20-.1021.063.83
1.76
1.76
99.20
-99.20
114.42
-104.81
6.93
轴力组合右震组合1.35SGk+S1.2SGk+1.4QkSQkMmaxNmin108.9887.0885.56108.98124.24231.66224.22124.24-59.55-56.55-55.59209.59307.80308.46117.8039.6038.908.65547.79540.13-91.55-46.88-46.10455.31625.93627.17140.6346.8846.10672.58866.07858.98-122.38-49.14-48.11719.24942.21943.22158.4743.8843.43右震组合953.111182.381175.05左震组合-130.26-37.20-37.40999.761258.521259.29151.8433.7634.571221.521474.051469.22-159.28-44.94-45.1268.171552.191556.2690.2022.9623.321485.681767.751766.22-283.52-11.48-11.661532.341843.1850.46调整
2.001.00
柱顶柱底柱顶柱底151.84159.20.20283.521221.52
1268.17
1485.68
1532.34
1.2SGk+1.4剪力设计
SQk值-47.0529.60-28.3449.20-31.4165.00-26.9676.84-26.7484.93-8.74144.82
Nmax87.08231.66-55.59308.4639.60547.79-46.10627.1746.88866.07-48.11943.2243.8837.4033.76-45.22.96-11.661182.381259.291474.051556.261767.751850.46轴力组合
1.35SGk+S1.2SGk+1.4
右震组合Qk34.90-69.14202.87338.83-11.8146.74249.53414.9786.92-35.99484.04767.90-.4840.40530.69844.04120.-40.41757.781197.11-92.3542.45804.441273.25149.-37.441029.681626.35-122.4431.251076.331702.49157.82-27.361283.742030.95-152.1935.821330.392107.09138.43-18.491543.2435.57-318.139.251591.15
2512.92调整
2.00柱顶柱底193.28198.921310.15
1356.81
1.2SGk+1.4剪力设计
SQk值37.9839.8524.9866.4727.0487.7922.83103.9021.54114.787.06155.18
SQkMmaxNmin
-68.03332.3445.92416.58-35.28761.3939.65845.63-39.661190.5741.471274.81左震组合右震组合-37.021619.7831.451704.02-28.142027.0836.492111.32-18.832434.41
9.422519.72
1.00
柱顶柱底162.55330.201566.11
1613.62
Nmax-69.14
338.8345.92416.58-35.99767.9039.65845.63-40.411197.1141.471274.81-37.441626.3531.451704.02-27.362030.9536.492111.32-18.492435.57
9.422519.72
