4 集中線(xiàn)荷載: 活載控制時(shí)荷載組合S1=b[1.2(G1k+ G2kh+ G3kh)+1.4Q1k] =0.4[1.2(0.75+240.9+1.50.9)+1.42.5] =12.776 kN/m 恒載控制時(shí)荷載組合S2=b[1.35(G1k+ G2kh+ G3kh)+1.40.7Q1k] =0.4[1.35(0.75+240.9+1.50.9)+1.40.72.5] =13.778 kN/m 兩者取大值,即集中線(xiàn)荷載S=max[S1,S2]=13.778 kN/m 梁模板計(jì)算荷載時(shí)模板及支架是不是應(yīng)該考慮梁側(cè)模按展開(kāi)面積計(jì)算?
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