条基地基梁配筋计算基本公式:M=ql^2/10(弹性);As=M/(0.9*fy*ho);v1=0.7*ft*b*ho(素砼);v2=1.25fyv*Asv*ho/s(箍筋)梁编号梁宽b(mm)梁高h(mm)梁有效高ho(mm)梁跨l(m)线荷载q(kN/m)砼抗拉ft(N/mm^2)主筋强度fy(N/mm^2)箍筋强度fyv(N/mm^2)箍筋间距S(mm)箍筋肢数n箍筋直径d(mm)弯距M(kN*m)钢筋As(mm^2)素砼抗剪v1(kN)箍筋抗剪v2(kN)剪力V(kN)抗剪判断JL-135080075061801.130021015041083200202.125412.125540满足JL-23508007504.91801.1300210150484322134202.1263.8441满足JL-33508007504.21801.1300210200483181568202.1197.8378满足JL-43006005504.2801.130021020028141950127.172.5168满足
