工程名称:

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

[几何尺寸]
b	=		mm
h	=		mm

[受力、截面条件]
受力特征:	轴心受拉 偏心受拉 受弯 偏心受压
直接承受重复荷载

As	=		mm2	受拉区纵向钢筋截面面积
Nq	=		kN	按荷载准永久组合计算的轴向力值
Mq	=		kN*m	按荷载准永久组合计算的弯矩值
as	=		mm	受拉钢筋合力点至受拉边缘的距离
as`	=		mm	受压钢筋合力点至受压边缘的距离
d	=		mm	钢筋的直径,多种直径时取[∑ni*di2]/[∑ni*di]
l0	=		mm	偏心受压构件计算长度
cs	=		mm	最外层纵向受拉钢筋外边缘至受拉区底边的距离