独立基础+防水板计算表格

,,红色字体为手填项，其余自动计算,,,,,,,,,,,,,

,,防水板荷载设计值qwj=,,34.5,柱截面宽,C=,0.6,,基础h=,600,,,,,

,,防水板引起的独立基础附加配筋计算,,,,,,,,,,,,,

,,基本参数,柱距Lx,柱距Ly,基础宽ax,基础宽ay,qe,a,a/l,k,me,M11,As附加,,

,x向,,7,8,4.6,4.6,65.325,4.6,0.657142857,0.010571429,20.424,694.9404,3899.777778,,

,y向,,,,,,,,0.575,0.017,32.844,752.0724,4220.383838,,

,,防水板配筋计算,,,,,,,,,,,,,

,,a/l,0.2,0.25,0.3,0.35,0.4,0.45,0.5,0.55,0.6,0.65,0.7,0.75,0.8

,,k,0.11,0.075,0.059,0.048,0.039,0.031,0.025,0.019,0.015,0.011,0.008,0.005,0.003

,,柱下板带和跨中板带弯矩分配值,,,,,,,,,,,,,

,,,截面位置,,,柱下板带,跨中板带,,,,,,,,

,,端跨,边支座截面负弯矩,,,0.33,0.04,,,,,,,,

,,,跨中正弯矩,,,0.26,0.22,,Mx,My,,,,,

,,,第一内支座截面负弯矩,,,0.5,0.17,,533.7533333,734.6966667,,,,,

,,内跨,支座截面负弯矩,,,0.5,0.17,,,,,,,,

,,,跨中正弯矩,,,0.18,0.15,,,,,,,,

,,,,,,,,,,,,,,,,

,,,,,,防水板板有效高度,,h0=,250,,,,,,

,X向,截面位置,,,,柱下板带,,跨中板带,,,,,,,

,,,,,,弯矩,配筋,弯矩,配筋,,,,,,

,,端跨,边支座截面负弯矩,,,158.52474,489.2738889,38.96399333,120.2592387,,,,,,

,,,跨中正弯矩,,,124.89828,385.4885185,131.30332,405.2571605,,,,,,

,,,第一内支座截面负弯矩,,,240.189,741.3240741,117.4257333,362.4251029,,,,,,

,,内跨,支座截面负弯矩,,,240.189,741.3240741,117.4257333,362.4251029,,,,,,

,,,跨中正弯矩,,,86.46804,266.8766667,89.67056,276.7609877,,,,,,

,Y向,截面位置,,,,柱下板带,,跨中板带,,,,,,,

,,,,,,弯矩,配筋,弯矩,配筋,,,,,,

,,端跨,边支座截面负弯矩,,,218.20491,769.6822222,53.63285667,189.1811523,,,,,,

,,,跨中正弯矩,,,171.91902,606.4162963,180.73538,637.5145679,,,,,,

,,,第一内支座截面负弯矩,,,330.6135,1166.185185,161.6332667,570.1349794,,,,,,

,,内跨,支座截面负弯矩,,,330.6135,1166.185185,161.6332667,570.