转换梁附加箍筋及吊筋计算梁编号次梁传来最大集中力(KN) (1)箍筋级别箍筋直径(mm)梁内箍筋肢数附加箍筋箍筋承载力(KN)(2)每侧根数吊筋级别吊筋直径(mm)吊筋肢数吊筋承载力(KN) (3)结论备注TRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUETRUE1KL1(5)1KL1(5)1KL2(5)1KL2(5)1KL3(4)1KL3(4)1KL4(5)1KL4(5)1KL4(5)1KL4(5)1KL5(5)1KL5(5)1KL6(5)1KL6(5)1KL6(5)1KL8(8)1KL8(8)1KL10(8)1KL6(5)22973865206037508019669448739401123859101191688699910842622HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB235HPB2351010101010101012101212121212101012121222224444444444444444444444444444444444263.263.263.263.527.79527.79527.79760.01527.79760.01760.01760.01760.01760.01527.79527.79760.01760.01760.01HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335HRB335181818201820201822181818162020181818253112122231231233238396.67132.22132.22326.47132.22326.47326.472.44592.55132.222.44396.67104.47326.474.71396.672.44396.672040.46(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)(1)<(2)+(3)
