本程序根据 全国《建筑桩基技术规范》 (JGJ 94-2008)编制

--- 适用于二至九桩承台按桩承载力计算

工程名称:

[承台材料]
混凝土:	C15C20C25C30C35C40C45C50C55C60C65C70C75C80
钢筋:	HPB300HRB335,HRBF335HRB400,HRBF400,RRB400HRB500,HRBF500

[配筋信息]
as	=		mm	承台底钢筋合力点至混凝土边缘的距离
ρmin	=		%	最小配筋率
圆形截面桩

[计算承台种类]

二桩承台        三桩承台        三桩长条承台

四桩承台        五桩承台        六桩承台

七桩承台        八桩承台        九桩承台

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算 竖向分布钢筋②: Φ @ () 水平分布钢筋③: Φ @ ()

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算 竖向分布钢筋②: Φ @ () 水平分布钢筋③: Φ @ ()

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算

Sa = mm Sb = mm Sc = mm bc = mm hc = mm H = mm 承台厚度H填入0时自动计算