(表13-26A) ③轴边柱 梁、柱端弯矩计算表
③ - A层 次y10上下上下上下上下上下上下上下上下上下上1下0.6634.202.780.412h3.90(1-y)hiyhi2.291.612.151.762.101.801.951.951.951.951.951.951.951.951.951.951.762.151.42Vci132.93柱 Mc-304.8-213.6-305.9-250.3-316.6-271.9-305.8-305.8-311.3-311.3-309.0-309.0-297.5-297.5-275.3-275.3-216.3-2.3-105.4-105.4-158.3-158.39.300.00.00.00.00.00.00.00.00梁 Mbr304.8519.590.4503.90142.61566.980.4623.90150.577.770.5003.90156.83617.160.5003.90159.62620.350.5003.90158.46606.540.5003.90152.58572.930.5003.90141.19491.6369.8369.820.5503.90123.2274.5074.5056.8456.848.3017.808.3017.802.6010.002.6010.00148.9810.30上0下0.0000.000.000.00上0下0.0000.000.000.000.00-- 注：表中有下划线的数字为按 0.2V0 计得的数字
