《连梁承载力(受弯、抗剪)计算表格-secret.doc》由会员分享，可在线阅读，更多相关《连梁承载力(受弯、抗剪)计算表格-secret.doc（4页珍藏版）》请在金锄头文库上搜索。
1、表938 WF2连梁承载力计算梁编号和截面尺寸、净跨 (mmmm)、(mm)组合类别工况组合（mm）(mm)(mm2)实配钢筋(mm)实配钢筋M (kNm)V (kN)3001400、=1500无地震8.6246.1340136022420=1256mm21.070.006-1.54828100=1跨中36.16401360911.0722.9212.38401360581.070.002-1.66733.7521.08401360851.070.003-1.636跨中14.11401360361.0784.6236.884013602141.070.005-1.58116.6770.4140
2、1360421.070.009-1.463跨中57.714013601461.0738.2212.44401360971.070.002-1.66649.850.884013601261.070.000-1.707跨中3.4140136091.07123.3252.364013603111.070.007-1.52734.1783.08401360861.070.011-1.419跨中69.254013601751.0781.4129.844013602061.070.004-1.606有地震274.20411.46408.244013605191.070.0450.329跨中241.0940
3、1360457306.26401360580259.79401360492跨中301.53401360571268.42401360508表939 WF2连梁承载力计算梁编号和截面尺寸、净跨 (mmmm)、(mm)组合类别工况组合（mm）(mm)(mm2)实配钢筋(mm)实配钢筋M (kNm)V (kN)3001400、=1200无地震26.886.6240136068420=1256mm20.860.001-1.68728100=1跨中18.72401360470.860.8327.7740136020.860.004-1.61346.2826.584013601170.860.003-1.
4、617跨中33.08401360840.8642.3459.994013601070.860.008-1.500100.2839.724013602530.860.005-1.571跨中3.0240136080.8643.966.314013601110.860.001-1.68897.6049.234013602460.860.006-1.538跨中41.984013601060.8671.1780.394013601800.860.010-1.429146.6761.284013603700.860.008-1.495跨中8.11401360200.8672.6630.1340136018
5、30.860.004-1.605有地震225.12582.03520.284013605190.860.0630.893跨中241.89401360457347.68401360580269.74401360492跨中210.04401360571349.07401360508表9310 WF2连梁承载力计算梁编号和截面尺寸、净跨 (mmmm)、(mm)组合类别工况组合（mm）(mm)(mm2)实配钢筋(mm)实配钢筋M (kNm)V (kN)3001400、=1200无地震2.4218.404013606420=1256mm20.860.002-1.64628100=1跨中8.3640136
6、0210.861.7916.5340136050.860.002-1.65214.021.35401360350.860.000-1.705跨中6.46401360160.8617.9932.54401360450.860.004-1.59618.7034.33401360470.860.004-1.590跨中9.78401360250.8621.450.43401360540.860.000-1.70825.0810.82401360630.860.001-1.672跨中4.80401360120.8631.2542.45401360790.860.005-1.56129.4644.1440
7、1360740.860.006-1.555跨中10.34401360260.8634.4912.51401360870.860.002-1.666有地震95.08288.84262.354013601800.860.0320.076跨中17.6140136033197.5940136037499.19401360188跨中31.7640136060200.63401360380W1梁编号和截面尺寸、净跨 (mmmm)、(mm)组合类别工况组合（mm）(mm)(mm2)实配钢筋(mm)实配钢筋M (kNm)V (kN)3001400、=2200无地震10.5228.70401360271.570
8、.004-1.610跨中5.26401360131.5717.0735.59401360431.570.005-1.585跨中5.51401360141.574.9824.58401360131.570.003-1.62419.7735.62401360501.570.005-1.585跨中4.85401360121.570.3817.2840136011.570.002-1.649有地震19.5934.2633.25401360371.570.004-0.918跨中4.2440136082.6140136053001800、=850无地震1.5711.0840176030.470.001-1.680跨中1.0840176020.473.1115.0640176060.470.002-1.669跨中1.0940176020.470.178.1640176000.470.001-1.6883.8915.9640176080.470.002-1.667跨中0.9940176020.471.014.4540176020.470.001-1.698有地震3.9415.8715.2640176060.470.002-0.991跨中0.9040176011.414017602
