施工组织-板配筋

以下计算弯矩，输入Gk和Qk及跨度lGkQklG7.273.51.8213.624M=1/8(1.2*Gk+1.4Qk）*l^25.641017MfyES砼C?fcft板厚hb实配钢筋5.641017