一、截面信息2500P(KN)0500200000025050075010001250150017502000225025000.000.000.000.000.000.000.000.000.000.000.00P(KN)050020000002...
fcfy=fy'αξρ10001202511.91.271.003000160.5500.1490.16215.40.64%0.20%61110004005611.91.271.003000530.5500.0380.03813.20.15%0.00%5...
单阶柱稳定性计算mm几何条件上柱截面信息请输入：截面高度翼缘宽度腹板厚度翼缘厚度自动计算：面积HbtftwA700250101212760长度单位:力单位:...
受弯构件正截面抗弯计算用表ξα0γ0ξα0γ00.010.0100.9950.330.2760.8350.020.0200.9900.340.2820.8300.030.0300.9850.350.2890.8250.04...
计算公式内力72.126126.4532.58233.7587.7731.7676N/KN2865.6341518.5422698.512664.1121009.5471658.7250.556650.2949770.5241860.5175040...
计算公式内力72.126126.4532.58233.7587.7731.7676N/KN2865.6341518.5422698.512664.1121009.5471658.7250.556650.2949770.5241860.5175040...
框架梁正截面配筋计算表层次支座截面（按矩形截面计算）计算公式左右左六M/KN·m-237.254-267.024-89.648300*565300*565300*4150.173244459...
框架梁正截面配筋计算表层次支座截面（按矩形截面计算）计算公式左右左六M/KN·m-237.254-267.024-89.648300*565300*565300*4150.173244459...
第三章钢筋混凝土受弯构件正截面承载力计算钢筋混凝土受弯构件的基本形式是板和梁，它们是组成工程结构的基本构件，在桥梁工程中应用很广。...
