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梁端剪力组合计算(地震组合)

来源:动视网 责编:小OO 时间:2025-09-25 17:03:57
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梁端剪力组合计算(地震组合)

7-AB跨层数剪应力增大系数净跨A端最大弯矩B端最大弯矩qVgb111.26.4605.9147295512.130336833.8412108.2918101.26.4522.545181560.756208141.826133.843291.26.4537.3709257532.1262341.826133.843281.26.4525.771367538.246044241.826133.843271.26.4492.3888705488.688020341.826133.84326
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导读7-AB跨层数剪应力增大系数净跨A端最大弯矩B端最大弯矩qVgb111.26.4605.9147295512.130336833.8412108.2918101.26.4522.545181560.756208141.826133.843291.26.4537.3709257532.1262341.826133.843281.26.4525.771367538.246044241.826133.843271.26.4492.3888705488.688020341.826133.84326
7-AB跨

层数剪应力增大系数净跨A端最大弯矩B端最大弯矩q Vgb

11 1.2 6.4605.9147295512.130336833.8412108.2918

10 1.2 6.4522.545181560.756208141.826133.8432

9 1.2 6.4537.3709257532.1262341.826133.8432

8 1.2 6.4525.771367538.246044241.826133.8432

7 1.2 6.4492.3888705488.688020341.826133.8432

6 1.2 6.4472.2517077470.445450241.826133.8432

5 1.2 6.4420.0822214433.622917741.826133.8432

4 1.2 6.4381.4775613384.7424441.826133.8432

3 1.2 6.4339.09382353.394974441.826133.8432

2 1.2 6.42.3258495300.953021141.826133.8432

1 1.

2 6.4234.5780057259.7904521.826133.8432 7-BC跨

层数剪应力增大系数净跨B端最大弯矩B端最大弯矩q Vgb

11 1.2 6.4503.3499368500.841336833.8412108.2918

10 1.2 6.4550.26081563.171808141.826133.8432

9 1.2 6.4522.0756623534.604862341.826133.8432

8 1.2 6.4528.1324442540.6614241.826133.8432

7 1.2 6.4478.5744203491.103620341.826133.8432

6 1.2 6.4460.3318502472.861050241.826133.8432

5 1.2 6.4423.5093177436.038517741.826133.8432

4 1.2 6.4374.6290444387.158244441.826133.8432

3 1.2 6.4343.2951744355.990574441.826133.8432

2 1.2 6.4291.0962211303.218021141.826133.8432

1 1.

2 6.4249.6528526262.2576521.826133.8432 7-CD跨

层数剪应力增大系数净跨A端最大弯矩B端最大弯矩q Vgb

11 1.2 6.4500.8413368503.349936833.8412108.2918

10 1.2 6.44.07700815.363408163.696203.8272

9 1.2 6.4615.5100623616.7962363.696203.8272

8 1.2 6.4621.5668442622.853244263.696203.8272

7 1.2 6.4572.0088203573.295220363.696203.8272

6 1.2 6.4553.7662502555.052650263.696203.8272

5 1.2 6.4516.9437177518.230117763.696203.8272

4 1.2 6.4468.0634444469.349844463.696203.8272

3 1.2 6.4436.6593744438.206774463.696203.8272

2 1.2 6.4384.5996211385.791821163.696203.8272

1 1.

2 6.4343.61526343.3152663.696203.8272 7-DE跨

层数剪应力增大系数净跨A端最大弯矩B端最大弯矩q Vgb

11 1.2 6.4512.1303368605.914729533.8412108.2918

10 1.2 6.4567.3874081519.22958141.826133.8432

9 1.2 6.4538.8204623534.055325741.826133.84328 1.2 6.4544.8772442522.45576741.826133.8432 7 1.2 6.4495.31922034.073270541.826133.8432 6 1.2 6.4477.0766502468.936107741.826133.8432 5 1.2 6.4440.2541177416.766621441.826133.8432 4 1.2 6.4391.3738444378.161961341.826133.8432 3 1.2 6.4359.9433744335.816338241.826133.8432 2 1.2 6.4307.3922211286.106249541.826133.8432 1 1.2 6.4255.2676526230.882005741.826133.8432

V

317.9253 336.9622 334.3857 333.3465 317.7951 310.59 293.9129 277.5095 263.6841 244.5205 226.5373 V

296.5777 342.6834 331.9708 334.2421 315.6578 308.8169 295.0084 276.6783 2.9593 245.2771 229.82 V

296.5777 445.5973 434.8847 437.156 418.5717 411.7307 397.9223 379.5922 367.86 348.2756 332.6271 V

317.9253 337.5839 335.0074333.9681 318.4168 311.2206 294.5346 278.1312 2.2981 245.1242 224.9963

文档

梁端剪力组合计算(地震组合)

7-AB跨层数剪应力增大系数净跨A端最大弯矩B端最大弯矩qVgb111.26.4605.9147295512.130336833.8412108.2918101.26.4522.545181560.756208141.826133.843291.26.4537.3709257532.1262341.826133.843281.26.4525.771367538.246044241.826133.843271.26.4492.3888705488.688020341.826133.84326
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