空心矩形截面性质计算200(mm)250(mm)50(mm)100(mm)45000(mm)2.5625E+08(mm4)9.5938E+08(mm4)1.6563E+08(mm4)6.1563E+08(mm4)7.5462E+01(mm)...
矩形截面性质计算200(mm)250(mm)50000(mm)2.6042E+08(mm4)1.0417E+09(mm4)1.6667E+08(mm4)6.6667E+08(mm5)7.2169E+01(mm)1.4434E+02(mm)5.7...
轨道形截面性质计算200(mm)6(mm)16(mm)250(mm)10(mm)6680(mm)7.2393E+07(mm4)1.1527E+07(mm4)1.0410E+02(mm)4.1540E+01(mm)5.7915E+05(mm3)...
200(mm)16(mm)1100(mm)10(mm)1116(mm)14200(mm)6.2516E+06(mm3)4.4025E+02(mm)6.7575E+02(mm)1.8811E+09(mm4)1.0758E+07(mm4)3.6396E+02(mm...
200(mm)16(mm)300(mm)20(mm)8880(mm)9.2304E+05(mm3)SS=8.2400E+04(mm3)1.0395E+02(mm)1.9605E+02(mm)9.2793E+00(mm)1.9072E+02(mm)8.4299E...
工字形截面性质计算200(mm)16(mm)350(mm)16(mm)1100(mm)10(mm)1132(mm)19800(mm)1.2546E+07(mm3)6.3364E+02(mm)4.9836E+02(mm)3.7588E+09(m...
200(mm)6(mm)16(mm)250(mm)10(mm)6680(mm)391233(mm3)5.8568E+01(mm)1.4143E+02(mm)7.2393E+07(mm4)2.3194E+07(mm4)1.0410E+02(mm)5.8925E+...
工字型截面性质计算200(mm)16(mm)350(mm)16(mm)1100(mm)10(mm)1132(mm)19800(mm)1.2840E+07(mm3)6.4851E+02(mm)4.8349E+02(mm)3.7632E+09(m...
柱子正截面受弯承载力（抗震）计算公式1内力228.14874.36|V|/kN81.28轴压比验算0.10685078822极限轴压比满足截面b×h/mm×mm700×700柱高H/...
柱子斜截面受剪承载力计算表计算公式1|M|/kN·m273.45N/kN1638.62|V|/kN126.32b×h/mm×mm700×700H/m5406603.0924862028408630.9428571428...
框架梁斜截面配筋计算表（不采用弯起钢筋抗剪）层次87计算公式左右左右V/kN272.68-259.77161.35-162.03400×615400×615400×615400×61558...
框架梁正截面配筋计算层计算公式支座左截面跨中截面支座右截面支座左截面-188.320.10460.114927.01780220+222-136.72183.54-201.47-353...
计算公式一层内力171.94171.94160.061564.051280.51539.0993.2493.2482.51轴压比验算0.4374970.3581820.430515满足满足满足截面b×h/mm×mm...
计算公式一层内力73.6681.916.19N/kN2469.451611.272487.0521.5527.433.15轴压比验算0.69075520.4507050.695678满足满足满足截面b×h/mm×m...
计算公式一层内力106.51178.12183.9722.18976.61015.7243.97102.46轴压比验算0.2020080.2731750.284117满足满足满足截面b×h/mm×mm500×50...
计算公式一层内力42.8111.1955.6N/kN1004.151406.881461.895.9328.27轴压比验算0.2808810.3935330.40892满足满足满足截面b×h/mm×mm500×5...
框架柱斜截面受剪承载力计算表（抗震）计算公式124.6168.1187.3599.9481.9199.011446.83964.55472.36372.861611.272026.2149.1158.1193.625...
计算公式124.6168.1187.3599.9481.9199.01N/kN1446.83964.55472.36372.861611.272026.2149.1158.1193.6254.0727.4336.13b×h/mm×mm500×50...
