工程名称:

[材料条件]
混凝土:	C15C20C25C30C35C40C45C50C55C60C65C70C75C80
钢筋:	HPB300HRB335,HRBF335HRB400,HRBF400,RRB400HRB500,HRBF500
[几何尺寸]

b1 = mm 柱截面宽 h1 = mm 柱截面高 b2 = mm 托板截面宽

h2 = mm 托板截面高 h = mm 板厚 hh = mm 柱帽托板高,填0时仅计算2-2截面

[受力、截面条件]
楼层:	顶层 中间层

q	=		kN/m2	板面荷载设计值,含自重
N	=		kN	柱本层轴力设计值
Mx	=		kN*m	h方向的弯矩设计值
My	=		kN*m	b方向的弯矩设计值
as	=		mm	受拉钢筋合力点至受拉边缘的距离