【免费工程实用表格】牛腿节点计算.xls

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1、牛牛腿腿计计算算-EXCEL刚刚接接柱柱脚脚计计算算钢材强度315175轴力 N9.00E+05柱底反力 F 601000翼缘 B300牛腿 H500底板宽 B400外伸长 e300翼缘 T14腹板 Tw10底板长 L800弯矩 M180300000翼缘面积S4200腹板面积S5000混凝土 fcc10.5验算焊缝 Hf X 0,77混凝土应力 2.8125 OK惯性矩 I5.84E+08Ix515166866.7 0.125面积矩 S1315845W12032216.437 q2.8125正应力 77.21267987OKW22215771.47边距 a180剪应力 135.4665583O

2、K188.72086494最大弯矩 M1.14E+04折算应力 c224.5571642OK281.37120749塑发系数 1.285.85714286钢材强度 f215结果TRUEc118.2908381底板厚度 t16.27569525螺栓 P 值公称直径M16M20M22M24M27M308.8 S7011013515520525010.9 S100155190225290355MVPNUfNt1NvbNtbNv3.10E+086.30E+042.25E+05 1.40E+013.50E-011.66E+05 7.09E+04 1.80E+054.50E+039.88E-013.70E

3、+082.60E+051.55E+05 2.00E+013.50E-019.08E+04 4.88E+04 1.24E+051.30E+049.98E-014.95E+072.56E+041.55E+05 8.00E+003.50E-014.52E+04 4.88E+04 1.24E+053.21E+034.30E-017.16E+081.37E+052.25E+05 1.80E+013.50E-011.40E+05 7.09E+04 1.80E+057.61E+038.86E-011.89E+080.00E+001.55E+05 2.00E+013.50E-0147587.42434 4.8

4、8E+04 1.24E+050.00E+000.3837695511.82E+073.46E+041.55E+05 1.20E+013.50E-019452.908587 4.88E+04 1.24E+052.88E+030.135287581.45E+080.00E+001.55E+05 1.60E+013.50E-01120833.3333 4.88E+04 1.24E+050.00E+000.9744623661.47E+088.31E+041.55E+05 1.60E+013.50E-0176194.59834 4.88E+04 1.24E+055.19E+030.7208473753.14E+088.31E+041.55E+05 1.60E+013.50E-0179161.06254 4.88E+04 1.24E+055.19E+030.744760233靴梁高 h300f1.22焊条 fwf200焊缝高度 hf4.391101-250560190201320280170330380220280220230480270220230