内力组合计算表表格文件下载.xls
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内力组合计算表表格文件下载.xls
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附附表表一一:
@#@框框架架梁梁的的内内力力组组合合表表层次控制截面不利内力恒载活载左风载右风载左震右震SGKSQKSWK(左)SWK(右)SEK(左)SEK(右)六层AM-41.81-5.353.58-3.5848.77-48.77V66.668.64-0.640.64-8.768.76B左M228.6128.452.20-2.2030.04-30.04V-108.18-10.90-0.640.64-8.768.76B右M-231.17-30.232.20-2.2030.04-30.04V116.6317.13-0.640.64-8.768.76CM40.066.903.58-3.5848.77-48.77V-60.77-9.35-0.640.64-8.768.76跨间MAB145.9917.890.69-0.699.37-9.37MBC107.5626.90-0.690.69-9.379.37五层AM-128.04-38.6112.55-12.55128.45-128.45V114.2134.16-2.332.33-23.7423.74B左M324.1488.038.38-8.3885.18-85.18V-157.73-41.79-2.332.33-23.7423.74B右M-359.42-92.138.38-8.3885.18-85.18V190.5345.97-2.332.33-23.7423.74CM151.9137.1612.55-12.55128.45-128.45V-127.03-33.87-2.332.33-23.7423.74跨间MAB161.1170.092.09-2.0921.64-21.64MBC186.8959.04-2.092.09-21.6421.64四层AM-151.31-47.9522.77-22.77191.15-191.15V118.6535.58-4.314.31-36.2536.25B左M307.4184.4016.02-16.02135.07-135.07V-153.29-40.49-4.314.31-36.2536.25B右M-350.97-89.2516.02-16.02135.07-135.07V186.0148.36-4.314.31-36.2536.25CM184.1546.0622.77-22.77191.15-191.15V-131.55-33.35-4.314.31-36.2536.25跨间MAB157.8467.143.38-3.3828.04-28.04MBC177.7358.03-3.383.38-28.0428.04三层AM-169.37-50.3333.01-33.01246.85-246.85V122.0635.33-6.376.37-47.6947.69B左M294.8380.4424.34-24.34182.38-182.38V-149.89-39.65-6.376.37-47.6947.69B右M-345.93-87.4624.34-24.34182.38-182.38V186.9847.74-6.376.37-47.6947.69CM197.3347.4833.01-33.01246.85-246.85V-133.58-32.93-6.376.37-47.6947.69跨间MAB157.6063.674.34-4.3432.24-32.24MBC175.1754.12-4.344.34-32.2432.24二层AM-181.94-53.2639.63-39.63264.73-264.73V124.4135.59-8.018.01-53.6253.62B左M286.1780.4432.50-32.50217.86-217.86V-147.53-39.18-8.018.01-53.6253.62B右M-324.00-85.3932.50-32.50217.86-217.86V180.1847.20-8.018.01-53.6253.62CM209.5950.3839.63-39.63264.73-264.73V-137.38-33.23-8.018.01-53.6253.62跨间MAB153.1561.903.57-3.5723.44-23.44MBC183.5653.00-3.573.57-23.4423.44一层AM-175.83-54.4548.28-48.28271.66-271.66V123.7635.47-8.708.70-66.6666.66B左M285.9379.3930.00-30.00328.32-328.32V-148.18-39.25-8.708.70-66.6666.66B右M-388.97-85.5930.00-30.00328.32-328.32V188.2747.42-8.708.70-66.6666.66CM201.8151.4448.28-48.28271.66-271.66V-129.29-33.02-8.708.70-66.6666.66跨间MAB156.3260.159.14-9.14-28.3328.33MBC148.3250.68-9.149.1428.33-28.33注:
@#@1、杆端弯矩以顺时针为正,跨中弯矩以下部受拉为正,V以绕隔离体顺时针为正;@#@2、重力载恒载+0.5活载;@#@3、弯矩单位为kN.m,剪力单位为kN。
@#@三层B左不考虑地震的组合1.2恒+1.4活1.35恒+1.4*0.7活1.2恒+1.4风(不利)1.0恒+1.4风(有利)1.2恒+0.9(1.4活+1.4风)(不利)1.0恒+0.9(1.4活+1.4风)(有利)左风右风左风右风左风右风左风-57.66-61.69-45.16-55.18-36.80-46.82-52.40-61.42-44.0492.0998.4679.1080.8965.7667.5690.0791.6876.74314.16336.50277.41271.25231.69225.53312.95307.41267.23-145.08-156.73-130.71-128.92-109.08-107.28-144.36-142.74-122.72-319.73-341.70-274.32-280.48-228.09-234.25-312.72-318.27-266.49163.94174.24139.06140.85115.73117.53160.73162.35137.4157.7360.8453.0843.0645.0735.0561.2852.2653.26-86.01-91.20-73.82-72.03-61.67-59.87-85.51-83.90-73.36200.23214.62176.15174.22146.96145.02198.60196.86169.40166.73171.57128.11130.04106.59108.53162.10163.84140.58-207.70-210.69-136.08-171.22-110.47-145.61-186.48-218.11-160.88184.88187.66133.79140.31110.95117.47177.16183.03154.32512.21523.86400.70377.24335.87312.41510.44489.33445.62-247.78-253.89-192.54-186.01-160.99-154.47-244.87-239.00-213.32-560.29-575.50-419.57-443.04-347.69-371.15-536.83-557.95-464.95292.99302.27225.37231.90187.27193.79283.62289.49245.52234.32241.50199.86164.72169.48134.34244.93213.30214.54-199.85-204.68-155.70-149.17-130.29-123.77-198.05-192.18-172.64291.46286.19196.26190.41164.04158.18284.28279.01252.06306.92310.16221.34227.19183.96189.82296.03301.29258.65-248.70-251.26-149.69-213.45-119.43-183.19-213.30-270.68-183.04192.19195.05136.35148.41112.62124.68181.78192.64158.05487.05497.72391.32346.46329.84284.98495.42455.05433.94-240.63-246.62-189.98-177.91-159.32-147.26-240.40-229.53-209.74-546.11-561.27-398.74-443.59-328.54-373.40-513.43-553.80-443.24290.92298.51217.18229.25179.98192.04278.72289.58241.51285.46293.74252.86189.10216.03152.27307.71250.33270.88-204.55-210.28-163.89-151.83-137.58-125.52-205.31-194.45-179.00283.40278.88194.14184.68162.57153.11278.26269.75246.70294.52296.80208.54218.01173.00182.46282.14290.65246.59-273.71-277.97-157.03-249.46-123.16-215.58-225.07-308.25-191.19195.93199.40137.55155.39113.14130.98182.96199.01158.55466.41476.85387.87319.72328.91260.75485.82424.48426.85附附表表一一:
@#@框框架架梁梁的的内内力力组组合合表表-235.38-241.21-188.79-170.95-158.81-140.97-237.85-221.80-207.88-537.56-552.72-381.04-449.19-311.85-380.01-494.65-555.98-425.46291.21299.21215.46233.29178.06195.90276.50292.55239.11303.27312.93283.01190.58243.54151.12338.21255.03298.75-206.40-212.60-169.21-151.38-142.50-124.66-209.81-193.76-183.10278.26275.16195.20183.04163.68151.52274.81263.88243.29285.97289.52204.13216.28169.09181.25272.93283.86237.89-292.89-297.81-162.85-273.81-126.46-237.42-235.50-335.37-199.11199.12202.83138.08160.51113.20135.62184.04204.23159.16456.02465.16388.90297.90331.67240.67485.71403.81428.47-231.89-237.56-188.25-165.82-158.74-136.32-236.50-216.31-206.99-508.35-521.08-343.30-434.30-278.50-369.50-455.44-537.34-390.
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