牛腿、节点-EXCEL

《牛腿、节点-EXCEL》由会员上传分享，免费在线阅读，更多相关内容在工程资料-天天文库。

牛腿计算-EXCEL刚接柱脚计算钢材强度315175轴力N9.00E+05柱底反力F601000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HfX0,77混凝土应力σ2.8125OK惯性矩I5.84E+08Ix515166866.7α0.125面积矩S1315845W12032216.437q2.8125正应力σ77.21267987OKW22215771.47边距a180剪应力τ135.4665583OKσ188.72086494最大弯矩M1.14E+04折算应力σc224.5571642OKσ281.37120749塑发系数γ1.2τ85.85714286钢材强度f215结果TRUEσc118.2908381底板厚度t16.27569525螺栓P值公称直径M16M20M22M24M27M308.8S7011013515520525010.9S100155190225290355MVPNUfNt1NvbNtbNv3.10E+086.30E+042.25E+051.40E+013.50E-011.66E+057.09E+041.80E+054.50E+039.88E-013.70E+082.60E+051.55E+052.00E+013.50E-019.08E+044.88E+041.24E+051.30E+049.98E-014.95E+072.56E+041.55E+058.00E+003.50E-014.52E+044.88E+041.24E+053.21E+034.30E-017.16E+081.37E+052.25E+051.80E+013.50E-011.40E+057.09E+041.80E+057.61E+038.86E-011.89E+080.00E+001.55E+052.00E+013.50E-0147587.424344.88E+041.24E+050.00E+000.3837695511.82E+073.46E+041.55E+051.20E+013.50E-019452.9085874.88E+041.24E+052.88E+030.135287581.45E+080.00E+001.55E+051.60E+013.50E-01120833.33334.88E+041.24E+050.00E+000.9744623661.47E+088.31E+041.55E+051.60E+013.50E-0176194.598344.88E+041.24E+055.19E+030.7208473753.14E+088.31E+041.55E+051.60E+013.50E-0179161.062544.88E+041.24E+055.19E+030.744760233

1靴梁高h300βf1.22w焊条ff200焊缝高度hf4.391101

2-250560190201320280170330380220280220230480270220230