独基+防水板计算表格

qwj=26.45柱截面宽C=0.5基本参数LxLyaxayqeax向6.68.13.353.482.426043.374907y向柱下板带和跨中板带弯矩分配值柱下板带跨中板带0.330.040.260.220.50.170.50.170.180.15防水板板有效高度h0=弯矩配筋弯矩151.6622462.314237.27723119.4914364.2475125.6192229.7912700.476112.3423229.7912700.476112.342382.72482252.171485.7887弯矩配筋弯矩220.531825.031854.20459173.7517650.0251182.662334.13791250.048163.3563334.13791250.048163.3563120.2896450.0174124.7448跨中板带端跨边支座截面负弯矩跨中正弯矩第一内支座截面负弯矩Y向截面位置柱下板带内跨支座截面负弯矩跨中正弯矩跨中板带内跨支座截面负弯矩跨中正弯矩截面位置X向柱下板带端跨边支座截面负弯矩跨中正弯矩第一内支座截面负弯矩跨中正弯矩第一内支座截面负弯矩支座截面负弯矩跨中正弯矩防水板引起的独立基础附加配筋计算防水板配筋计算截面位置边支座截面负弯矩内跨端跨基础h=850a/lkmeM11As附加0.511350.02535.35043519.5455942004.420.4166550.03955.14666115.709515446.4102MxMy510.647742.5286250配筋113.6328382.9269342.4549342.4549261.511配筋202.7856683.3597611.1347611.1347466.6847跨中板带跨中板带防水板引起的独立基础附加配筋计算防水板配筋计算