多層辦公樓-計(jì)算書第七章內(nèi)力組合

7章框架結(jié)構(gòu)的內(nèi)力組合§7.1框架結(jié)構(gòu)梁內(nèi)力組§7.1.1.框架結(jié)構(gòu)梁的內(nèi)力組合在豎向荷載作用下，可以考慮梁端塑性變形內(nèi)力重分布而對梁端負(fù)彎距進(jìn)行調(diào)幅，調(diào)幅系數(shù)為現(xiàn)澆框架：0.80.90.85計(jì)算結(jié)果見表71橫梁彎矩調(diào)幅。由于風(fēng)荷載作用下的組合與考慮組合相比，一般較小，對于結(jié)構(gòu)設(shè)計(jì)不起控制作用，故不考慮。只考慮以下三種組合形式：—.由可變荷載效應(yīng)控制的組合：S1.2SQK二.由永久荷載效應(yīng)控制的組合：S1.35SQK1.40.7三.豎向荷載與水平作用下的組合S1.2(rQK0.5SQK)

(7(7(7具體組合過程見表7.2KN.m，剪力KN，彎矩的上部受拉為負(fù)，剪力的產(chǎn)生順時(shí)針為正。表71橫梁彎矩調(diào)幅橫梁彎距調(diào)幅單位KN荷載類 恒荷層號(hào)左梁右梁跨度荷載跨中彎距左調(diào)幅右調(diào)幅跨中調(diào)幅7-48.44-53.02621.10344.2335-41.174-45.06751.843-9.79-9.792.411.484-1.52152-8.3215-8.3215-0.05302-53.02-48.44621.10344.2335-45.067-41.17451.8436-43.79-44.22614.74722.3565-37.2215-37.58728.95725-4.16-4.162.48.091.6648-3.536-3.5362.2888-44.22-43.79614.74722.3565-37.587-37.221528.957255-41.18-42.35614.74724.5965-35.003-35.997530.86125-4.8-4.82.48.091.0248-4.08-4.081.7448-42.35-41.18614.74724.5965-35.9975-35.00330.861254-41.18-42.35614.74724.5965-35.003-35.997530.86125-4.8-4.82.48.091.0248-4.08-4.081.7448-42.35-41.18614.74724.5965-35.9975-35.00330.861253-41.18-42.35614.74724.5965-35.003-35.997530.86125-4.8-4.82.48.091.0248-4.08-4.081.7448-42.35-41.18614.74724.5965-35.9975-35.00330.861252-41.35-42.47614.74724.4515-35.1475-36.099530.738-4.5-4.52.48.091.3248-3.825-3.8251.9998-42.47-41.35614.74724.4515-36.0995-35.147530.7381-38.69-40.496614.74726.7685-32.8865-34.421632.70745-4.5-4.52.48.091.3248-3.825-3.8251.9998-40.496-38.69614.74726.7685-34.4216-32.886532.70745荷載類型活載層號(hào)左梁右梁跨度荷載跨中彎距左調(diào)幅右調(diào)幅跨中調(diào)幅7-13.328-15.02565.62511.136-11.3288-12.771313.26248-0.5-0.52.431.66-0.425-0.4251.735-15.025-13.32865.62511.136-12.7713-11.328813.262486-16.154-16.54465.6258.9635-13.7309-14.062411.41585-2.308-2.3082.43.750.392-1.9618-1.96180.7382-16.544-16.15465.6258.9635-14.0624-13.730911.415855-15.684-16.20465.6259.3685-13.3314-13.773411.7601-0.938-0.9382.43.751.762-0.7973-0.79731.9027-16.204-15.68465.6259.3685-13.7734-13.331411.76014-15.684-16.20465.6259.3685-13.3314-13.773411.7601-0.938-0.9382.43.751.762-0.7973-0.79731.9027-16.204-15.68465.6259.3685-13.7734-13.331411.76013-15.684-16.20465.6259.3685-13.3314-13.773411.7601-0.938-0.9382.43.751.762-0.7973-0.79731.9027-16.204-15.68465.6259.3685-13.7734-13.331411.76012-15.744-16.24465.6259.3185-13.3824-13.807411.7176-2.138-2.1382.43.750.562-1.8173-1.81730.8827-16.244-15.74465.6259.3185-13.8074-13.382411.71761-14.73-15.9365.6259.9825-12.5205-13.540512.282-3.55-3.552.43.75-0.85-3.0175-3.0175-0.3175-15.93-14.7365.6259.9825-13.5405-12.520512.282 7- 框架梁內(nèi)力組桿件號(hào) 力荷載類內(nèi)力組恒活②左③右1+2.4①②1.35+0.9②1.2(+05)1.3×13④1層BCCM-32.8-12.5264.1-264.1-56.98-56.6296.4-390.3V43.916.6-82.682.676.0775.6-44.7170.1M32.712.216.2-16.256.4456.167.625.5D左M-34.4-13.5-231.231.7-60.26-59.7-350.6251.8V-44.5-17.0-82.682.6-77.36-76.8-171.143.7C1DD右M-3.8-3.080.2-80.2-8.81-8.197.9-110.7V9.74.5-66.966.917.9517.5-72.6101.3M2.0-0.30.00.01.962.32.22.2E左M-3.8-3.0-80.280.2-8.82-8.1-110.797.9V-9.7-4.5-66.966.9-17.95-17.5-101.372.6D1EE右M-34.4-13.5231.7-231.7-60.26-59.7251.8-350.6V44.517.0-82.682.677.3576.8-43.7171.1M32.712.2-16.216.256.4456.125.567.6桿件號(hào) 力荷類內(nèi)力組恒①活②左右+11241.35+0.9②1.2×(+05)1.3×13④2層B2CCM-35.1-13.3259.7-259.7-60.9-60.5287.4-387.8V44.016.7-83.483.476.375.9-45.5171.3M30.711.79.5-9.553.252.956.231.5D左M-36.1-13.8-240.240.7-62.6-62.2-364.5261.3V-44.4-16.9-83.483.4-77.0-76.6-171.944.9C2DD右M-3.8-1.883.3-83.3-7.1-6.9102.6-113.9V9.74.5-69.469.417.917.5-75.9104.6M2.00.80.00.03.63.52.92.9E左M-3.8-1.8-83.383.3-7.1-6.9-113.9102.6V-9.7-4.5-69.469.4-17.9-17.5-104.675.9D2EE右M-36.1-13.8240.7-240.7-62.6-62.2261.3-364.5V44.416.9-83.483.477.076.6-44.9171.9M30.711.7-9.59.553.252.931.556.2F左M-35.1-13.3-259.259.7-60.9-60.5-387.8287.4V-44.0-16.7-83.483.4-76.3-75.9-171.345.5桿件號(hào) 力荷類內(nèi)力組恒①活②左右+11241.35+0.9②1.2×(+05)1.3×13④3層B3CCM-35.0-13.3243.6-243.6-60.6-60.3266.7-366.7V44.016.7-78.278.276.375.9-38.8164.6M30.811.78.8-8.853.553.155.632.5D左M-36.0-13.7-225.225.9-62.4-62.0-345.1242.2V-44.4-16.9-78.278.2-77.0-76.6-165.238.2C3DD右M-4.0-0.878.1-78.1-6.0-6.296.2-106.9V9.74.5-65.165.117.917.5-70.399.0M1.71.90.00.04.74.23.23.2E左M-4.0-0.8-78.178.1-6.0-6.2-106.996.2V-9.7-4.5-65.165.1-17.9-17.5-99.070.3D3EE右M-36.0-13.7225.9-225.9-62.4-62.0242.2-345.1V44.416.9-78.278.277.076.6-38.2165.2M30.811.7-8.88.853.553.132.555.6F左M-35.0-13.3-243.243.6-60.6-60.3-366.7266.7V-44.0-16.7-78.278.2-76.3-75.9-164.638.8桿件號(hào) 力荷類內(nèi)力組恒①活②左右+11241.35+0.9②1.2×(+0.5②)1.3×1.3×4層B4CCM-35.0-13.3193.3-193.3-60.6-60.3201.2-301.3V44.016.7-62.062.076.375.926.8152.7M30.811.77.0-7.053.553.153.234.9D左M-36.0-13.7-179.179.2-62.4-62.0-284.4181.5V-44.4-16.9-62.062.0-77.0-76.6-144.217.2C4DD右M-4.0-0.862.0-62.0-6.0-6.275.2-85.9V9.74.5-51.651.617.917.5-52.881.5跨中M1.71.90.00.04.74.23.23.2E左M-4.0-0.8-62.062.0-6.0-6.2-85.975.2V-9.7-4.5-51.651.6-17.9-17.5-81.552.8D4EE右M-36.0-13.7179.2-179.2-62.4-62.0181.5-284.4V44.416.9-62.062.077.076.6-17.2144.2M30.811.7-7.07.053.553.134.953.2F左M-35.0-13.3-193.193.3-60.6-60.3-301.2201.2V-44.0-16.7-69.069.0-76.3-75.9-152.726.8桿件號(hào) 力荷類內(nèi)力組恒①活②左地震④+11241.35+0.9②1.2×(+0.5②)1.3×1.3×5層B5CCM-35.0-13.3146.4-146.4-60.6-60.3140.3-240.3V44.016.7-47.047.076.375.91.7124.0M30.811.75.3-5.353.553.151.037.1D左M-36.0-13.7-135.9135.7-62.4-62.0-227.9125.0V-44.4-16.9-47.047.0-77.0-76.6-124.6-2.3C5DD右M-4.0-0.846.9-46.9-6.0-6.255.6-66.4V9.74.5-39.139.117.917.5-36.565.2M1.71.90.00.04.74.23.23.2E左M-4.0-0.8-46.946.9-6.0-6.2-66.455.6V-9.7-4.5-39.139.1-17.9-17.5-65.236.5D5EE右M-36.0-13.7135.7-135.7-62.4-62.0125.0-227.9V44.416.9-47.047.077.076.62.3124.6M30.811.7-5.35.353.553.137.151.0F左M-35.0-13.3-146.146.4-60.6-60.3-240.3140.3V-44.0-16.7-47.047.0-76.3-75.9-124.0-1.7桿件號(hào) 力荷載別內(nèi)組恒①活②左③地震④+1.21.41.35+0.9②1.2×(①+0.5②)1.×1.3×6層B6CCM-37.2-13.795.9-95.9-63.8-63.771.8-177.6V44.116.8-31.031.076.576.122.7103.4M28.911.42.8-2.850.750.245.337.8D左M-37.5-14.0-90.190.1-64.7-64.5-170.763.7V-44.3-16.9-31.031.0-76.8-76.4-103.6-23.0C6DD右M-3.5-1.931.2-31.2-6.9-6.635.1-45.9V9.74.5-26.026.017.917.5-19.448.1M2.20.70.00.03.73.83.13.1E左M-3.5-1.9-31.231.2-6.9-6.6-45.935.1V-9.7-4.5-26.026.0-17.9-17.5-48.119.4D6EE右M-37.5-14.090.1-90.1-64.7-64.563.7-170.7V44.316.9-31.031.076.876.423.0103.6跨中M28.911.4-2.82.850.750.237.845.3F左M-37.2-13.7-95.995.9-63.8-63.7-177.671.8V-44.1-16.8-31.031.0-76.5-76.1-103.4-22.7桿件號(hào) 力荷載類內(nèi)組恒活②左右④1.2+1.41.35+0.9②1.2×(①+0.5②)1.×1.3×7層B7CCM-41.1-11.350.7-50.7-65.2-66.69.8-122.2V62.316.5-16.116.198.0100.463.7105.7M51.813.22.4-2.480.782.973.367.0D左M-45.0-12.7-45.945.9-71.9-73.3-121.4-2.0V-63.8-17.1-16.116.1-100.6-103.-107.8-65.9C7DD右M-8.3-0.415.8-15.8-10.5-11.610.4-30.9V13.73.6-13.213.221.522.11.435.9M-0.01.70.00.02.31.60.90.9E左M-8.3-0.4-15.815.8-10.5-11.6-30.910.4V-13.7-3.6-13.213.2-21.5-22.1-35.9-1.4D7EE右M-45.0-12.745.9-45.9-71.9-73.3-2.0-121.4V63.817.1-16.116.1100.6103.065.9107.8跨中M51.813.22.4-2.480.782.973.367.0F左M-41.1-11.3-50.750.7-65.2-66.6-122.29.8V-62.3-16.5-16.116.1-98.0-100.-105.7-63.7§7.1.2梁端彎矩控制值梁的支座截面考慮了柱支撐寬度的影響，按支座邊緣截面的彎矩計(jì)算，即：式中：

M`MVb/2

（7-4M為梁內(nèi)力組合表中支座軸線的彎矩值；V為相應(yīng)的支座剪力；b為相應(yīng)的柱的寬度；計(jì)算結(jié)果見表73表73梁端彎矩控制值橫梁彎矩控制值計(jì)算層次位置截面荷載M(KN*m)V(KN)b(mm)M1=M-V*b/7B7恒①-41.1762.33600-22.47活②-11.3316.59-6.35地震左③50.78-16.1245.94地震右④-50.7816.12-45.941.2×（①+0.5②）+1.3×③9.8163.7928.951.2×（①+0.5②）+1.3×④-122.22105.70-90.51C7恒①-45.07-63.85600-25.92活②-17.16-4.93-15.68地震左③-45.95-16.12-41.地震右④45.9616.1241.121.2×（①+0.5②）+1.3×③-121.48-107.88-89.121.2×（①+0.5②）+1.3×④-2.01-65.9617.78中C7恒①-8.3213.78600-4.19跨活②-0.433.600.65地震左③15.89-13.2411.92地震右④-15.8913.24-11.921.2×（①+0.5②）+1.3×③10.421.4910.871.2×（①+0.5②）+1.3×④-30.9035.91-20.13D7恒①-8.32-13.78600-4.19活②-0.43-3.600.65地震左③-15.89-13.24-11.92地震右④15.8913.2411.921.2×（①+0.5②）+1.3×③-30.90-35.91-20.131.2×（①+0.5②）+1.3×④10.41-1.4910.86D7恒①-45.0763.85600-25.92活②-12.7717.16-7.62地震左③45.95-16.1241.地震右④-45.9516.12-41.1.2×（①+0.5②）+1.3×③-2.0165.9617.781.2×（①+0.5②）+1.3×④-121.48107.87-89.12E7恒①-41.17-62.33600-22.47活②-11.33-16.59-6.35地震左③-50.78-16.12-45.94地震右④50.7816.1245.941.2×（①+0.5②）+1.3×③-122.22-105.70-90.511.2×（①+0.5②）+1.3×④9.81-63.7928.956B6恒①-37.2244.17600-23.97活②-13.7316.81-8.69地震左③95.97-31.0386.66地震右④-95.9731.03-86.661.2×（①+0.5②）+1.3×③71.8622.7578.691.2×（①+0.5②）+1.3×④-177.67103.43-146.64C6恒①-37.59-44.31600-24.30活②-14.06-16.94-8.98地震左③-90.19-31.03-80.88地震右④90.1931.0380.881.2×（①+0.5②）+1.3×③-170.79-103.68-139.691.2×（①+0.5②）+1.3×④63.71-23.0070.61C6恒①-3.549.71600-0.63活②-1.964.50-0.61地震左③31.20-26.0023.40地震右④-31.2026.00-23.401.2×（①+0.5②）+1.3×③35.14-19.4529.311.2×（①+0.5②）+1.3×④-45.9848.15-31.54D6恒①-3.54-9.71600-0.63活②-1.96-4.50-0.61地震左③-31.20-26.00-23.40地震右④31.2026.0023.401.2×（①+0.5②）+1.3×③-45.98-48.15-31.541.2×（①+0.5②）+1.3×④35.1419.4529.31D6恒①-37.5944.31600-24.30活②-14.0616.94-8.98地震左③90.19-31.0380.88地震右④-90.1931.03-80.881.2×（①+0.5②）+1.3×③63.7123.0070.611.2×（①+0.5②）+1.3×④-170.79103.68-139.69E6恒①-37.22-44.17600-23.97活②-13.73-16.81-8.69地震左③-95.97-31.03-86.66地震右④95.9731.0386.661.2×（①+0.5②）+1.3×③-177.67-103.43-146.641.2×（①+0.5②）+1.3×④71.86-22.7578.695B5恒①-35.0044.05600-21.79活②-13.3316.79-8.29地震左③146.45-47.04132.34地震右④-146.4547.04-132.341.2×（①+0.5②）+1.3×③140.381.78140.911.2×（①+0.5②）+1.3×④-240.39124.08-203.17C5恒①-36.00-44.44600-22.67活②-13.77-16.96-8.68地震左③-135.79-47.04-121.68地震右④135.7947.04121.681.2×（①+0.5②）+1.3×③-227.99-124.65-190.601.2×（①+0.5②）+1.3×④125.07-2.35125.78C5恒①-4.089.71600-1.17活②-0.804.500.55地震左③46.97-30.1437.93地震右④-46.9739.14-35.231.2×（①+0.5②）+1.3×③55.69-36.5344.731.2×（①+0.5②）+1.3×④-66.4465.23-46.87D5恒①-4.08-9.71600-1.17活②-0.80-4.500.55地震左③-46.97-39.14-35.23地震右④46.9739.1435.231.2×（①+0.5②）+1.3×③-66.44-65.23-46.871.2×（①+0.5②）+1.3×④55.6936.5344.73D5恒①-36.0044.44600-22.67活②-13.7716.96-8.68地震左③135.79-47.04121.68地震右④-135.7947.04-121.681.2×（①+0.5②）125.072.35125.78+1.3×③1.2×（①+0.5②）+1.3×④-227.99124.66-190.59E5恒①-35.00-44.05600-21.79活②13.33-16.7918.37地震左③-146.45-47.04-132.34地震右④146.4547.04132.341.2×（①+0.5②）+1.3×③-240.39-124.08-203.171.2×（①+0.5②）+1.3×④140.38-1.78140.914B4恒①-35.0044.05600-21.79活②-13.3316.79-8.29地震左③193.30-62.09174.67地震右④-193.3062.09-174.671.2×（①+0.5②）+1.3×③201.2926.88209.351.2×（①+0.5②）+1.3×④-301.30152.75-255.48C4恒①-36.00-44.44600-22.67活②-13.77-16.94-8.69地震左③-179.23-62.09-160.60地震右④179.2362.09160.601.2×（①+0.5②）+1.3×③-284.46-144.21-241.201.2×（①+0.5②）+1.3×④181.5417.23176.37中跨C4恒①-4.089.71600-1.17活②-0.804.500.55地震左③62.00-51.6746.50地震右④-62.0051.67-46.501.2×（①+0.5②）+1.3×③75.23-52.8259.381.2×（①+0.5②）+1.3×④-85.9781.82-61.42D4恒①-4.08-9.71600-1.17活②-0.80-4.500.55地震左③-62.00-51.67-46.50地震右④62.0051.6746.501.2×（①+0.5②）+1.3×③-85.97-81.82-61.421.2×（①+0.5②）+1.3×④75.2352.8259.38D4恒①-36.0044.44600-22.67活②-13.7716.94-8.69地震左③179.23-62.09160.60地震右④-179.2362.09-160.601.2×（①+0.5②）+1.3×③181.54-17.23176.371.2×（①+0.5②）+1.3×④-284.46144.21-241.20E4恒①-35.00-44.05600-21.79活②-13.33-16.79-8.29地震左③-193.30-69.09-172.57地震右④193.3069.09172.571.2×（①+0.5②）+1.3×③-301.29-152.75-255.471.2×（①+0.5②）201.2926.88209.35+1.3×④3B3恒①-35.0044.05600-21.79活②-13.3316.79-8.29地震左③243.64-78.26220.16地震右④-243.6178.26-220.131.2×（①+0.5②）+1.3×③266.73-38.81255.091.2×（①+0.5②）+1.3×④-366.74164.67-317.34C3恒①-36.00-44.44600-22.67活②-13.77-16.96-8.68地震左③-225.92-78.26-202.44地震右④225.9278.26202.441.2×（①+0.5②）+1.3×③-345.16-165.24-295.591.2×（①+0.5②）+1.3×④242.2338.23230.76C3恒①-4.089.71600-1.17活②-0.804.500.55地震左③78.15-65.1358.61地震右④-78.1565.13-58.611.2×（①+0.5②）+1.3×③96.22-70.3275.121.2×（①+0.5②）+1.3×④-106.9799.02-77.26D3恒①-4.08-9.71600-1.17活②-0.80-4.500.55地震左③-78.15-65.13-58.61地震右④78.1565.1358.611.2×（①+0.5②）+1.3×③-106.97-99.02-77.261.2×（①+0.5②）+1.3×④96.2270.3275.12D3恒①-36.0044.44600-22.67活②-13.7716.96-8.68地震左③225.92-78.26202.44地震右④-225.9278.26-202.441.2×（①+0.5②）+1.3×③242.23-38.23230.761.2×（①+0.5②）+1.3×④-345.16165.24-295.59E3恒①-35.00-44.05600-21.79活②-13.33-16.79-8.29地震左③-243.64-78.26-220.16地震右④243.6478.26220.161.2×（①+0.5②）+1.3×③-366.73-164.67-317.331.2×（①+0.5②）+1.3×④266.7338.81255.092B2恒①-35.1544.05600-21.94活②-13.3816.79-8.34地震左③259.73-83.41234.71地震右④-259.7383.41-234.711.2×（①+0.5②）+1.3×③287.44-45.50273.791.2×（①+0.5②）+1.3×④-387.86171.37-336.45C2恒①-36.10-44.43600-22.77活②-13.81-16.96-8.72地震左③-240.40-83.41-215.38地震右④240.4083.41215.381.2×（①+0.5②）+1.3×③-364.57-171.92-312.991.2×（①+0.5②）+1.3×④261.3644.92247.88C2恒①-3.839.71600-0.92活②-1.824.50-0.47地震左③83.31-69.4262.48地震右④-83.3169.42-62.481.2×（①+0.5②）+1.3×③102.62-75.9079.851.2×（①+0.5②）+1.3×④-113.99104.60-82.61D2恒①-3.83-9.71600-0.92活②-1.82-4.50-0.47地震左③-83.31-69.42-62.48地震右④83.3169.4262.481.2×（①+0.5②）+1.3×③-113.99-104.60-82.611.2×（①+0.5②）+1.3×④102.6275.9079.85D2恒①-36.1044.43600-22.77活②-13.8116.96-8.72地震左③240.74-83.41215.72地震右④-240.7483.41-215.721.2×（①+0.5②）+1.3×③261.36-44.94247.881.2×（①+0.5②）+1.3×④-364.57171.92-312.99E2恒①-35.15-44.05600-21.94活②-13.38-16.79-8.34地震左③-259.73-83.41-234.71地震右④259.7383.41234.711.2×（①+0.5②）+1.3×③-387.86-171.37-336.451.2×（①+0.5②）+1.3×④287.4445.50273.791B1恒①-32.8843.94600-19.70活②-12.5216.68-7.52地震左③264.13-82.64239.34地震右④-264.1382.64-239.341.2×（①+0.5②）+1.3×③296.40-44.70282.991.2×（①+0.5②）+1.3×④-390.34170.17-339.29C1恒①-34.42-44.54600-21.06活②-13.54-17.08-8.42地震左③-231.72-82.64-206.93地震右④231.7282.64206.931.2×（①+0.5②）+1.3×③-350.66-171.13-299.321.2×（①+0.5②）+1.3×④251.8143.74238.69C1恒①-3.839.71600-0.92活②-3.024.50-1.67地震左③80.29-66.9160.22地震右④-80.2966.91-60.221.2×（①+0.5②）+1.3×③97.98-72.6376.191.2×（①+0.5②）+1.3×④-110.78101.34-80.38D1恒①-3.83-9.71600-0.92活②-3.02-4.50-1.67地震左③-80.29-66.91-60.22地震右④80.2966.9160.221.2×（①+0.5②）+1.3×③-110.78-101.34-80.381.2×（①+0.5②）+1.3×④97.9872.6376.19D1恒①-34.4244.54600-21.06活②-13.5417.08-8.42地震左③231.72-82.64206.93地震右④-231.7282.64-206.931.2×（①+0.5②）+1.3×③251.81-43.74238.691.2×（①+0.5②）+1.3×④-350.67171.13-299.33E1恒①-32.89-43.94600-19.71活②-12.52-16.68-7.52地震左③-264.13-82.64-239.34地震右④264.1382.64239.341.2×（①+0.5②）+1.3×③-390.35-170.17-339.301.2×（①+0.5②）+1.3×④296.3944.70282.98§7.1.3梁端截面組合的剪力設(shè)計(jì)值調(diào)整為防止梁在彎曲屈服前發(fā)生剪切破壞，即保證“強(qiáng)剪弱彎”截面設(shè)計(jì)須對有 作用的組合剪力設(shè)計(jì)值按（7－5）進(jìn)行調(diào)整。V

(MlMr)/l

（7－5式中：

ln為梁的凈跨； VGB：為梁的重力荷載代表值，按簡支梁分析的梁端截面剪力設(shè)計(jì)值；MlMr 計(jì)值；vb：為梁端剪力增大系數(shù)，對于二級框架取1.2計(jì)算結(jié)果見表7§7.2框架結(jié)構(gòu)柱的內(nèi)力組§721框架結(jié)構(gòu)柱的內(nèi)力組合柱上端控制值截面在梁底，下端在梁頂，應(yīng)按軸線計(jì)算簡圖所得的柱端內(nèi)力值換成控制截面的相應(yīng)值，此計(jì)算為簡化起見，采用軸線處內(nèi)力值。計(jì)算結(jié)果見表7表74梁端剪力設(shè)計(jì)值調(diào)整Ml(KN*mMr(KN*mLn/Q1=-1.2(Ml-Mr)/LQ(kN/mQ(kN/mVg=1.2(Q+0.5Q活Ln/V=Q1+Vg/kB跨728.9-89.15.26.221.15.677.4103.7678.6-139.65.48.514.75.656.8105.45140.9-190.65.73.614.75.656.8130.54-255.4176.35.95.914.75.656.8152.83255.0-295.55.122.314.75.656.8179.22273.7-312.95.130.414.75.656.8187.21282.9-299.35.129.414.75.656.8186.3C跨7-22.810.71.22.311.43.014.036.46-35.130.71.43.98.03.710.754.7547.4-51.71.66.18.03.710.776.9463.3-104.31.111.78.03.710.7122.53-84.680.41.110.08.03.710.7120.82-90.485.51.117.38.03.710.7128.11-87.981.61.113.08.03.710.7123.8D跨7-89.128.95.26.221.15.677.4103.76-139.778.65.48.514.75.656.8105.45-190.5140.95.73.614.75.656.8130.54176.3-255.45.95.914.75.656.8152.83-295.5255.05.122.314.75.656.8179.22-312.9273.75.130.14.75.656.8187.21-299.3282.95.129.14.75.656.8186.2表75框架柱內(nèi)力組合面內(nèi)恒載活載內(nèi)力組合類左右+12恒14活135恒098活1.2恒+05活)+①②③④1.3左1.3右1B10M13.49.6-121.4121.429.527.5-135.9179.7N1382.4255.9-400.5400.52017.32117.11291.72333.3M6.72.5-282.3282.311.611.5-357.4376.6N1431.6255.9-400.5400.52076.22183.51350.72392.2V-4.4-2.6-82.682.6-9.0-8.6-114.3100.5C10M-12.3-4.2-133.9133.9-20.7-20.8-191.4156.7N1536.8393.863.0-63.02395.62460.72162.51998.5下端M-6.1-2.1-312.4312.4-10.3-10.3-414.8397.5N1585.9393.863.0-63.02454.52527.02221.52057.4V4.01.4-66.966.96.86.8-81.292.6D1D0上端M12.34.2-133.9133.920.720.8-156.7191.4N1536.8393.8-63.063.02395.62460.71998.52162.5下端M6.12.1-312.4312.410.310.3-397.5414.8N1585.9393.8-63.063.02454.52527.02057.42221.5V-4.0-1.4-66.966.9-6.8-6.8-92.681.2E1E0M-13.4-9.6-121.4121.4-29.5-27.5-179.7135.9N1382.4255.9400.5-400.52017.32117.12333.31291.7M-6.7-2.5-282.3282.3-11.6-11.5-376.6357.4N1431.6255.9400.5-400.52076.22183.52392.21350.7V4.42.6-82.682.69.08.6-100.5114.3次內(nèi)恒載活載內(nèi)力組合類左右+12恒14活1+35恒098活1.2恒+05活)+①②③④1.3左1.3右2C2CM21.07.7-142.7142.736.035.9-155.6215.3N1223.0219.3-371.9371.91774.71866.01115.72082.7M25.25.1-142.7142.737.439.1-152.1218.8N1261.9219.3-371.9371.91821.41918.51162.32129.4V-12.8-3.5-83.483.4-20.4-20.8-126.090.8D2DM-19.1-7.1-178.0178.0-32.9-32.7-258.7204.3N1411.9335.347.3-47.32163.82234.71957.01833.9M-22.5-8.0-178.0178.0-38.3-38.3-263.4199.6N1450.7335.347.3-47.32210.42287.22003.71880.6V11.54.2-69.469.419.819.7-73.8106.6E2EM19.17.1-178.0178.032.932.7-204.3258.7N1411.9335.3-47.347.32163.82234.71833.91957.0下端M22.58.0-178.0178.038.338.3-199.6263.4N1450.7335.3-47.347.32210.42287.21880.62003.7V-11.5-4.2-69.469.4-19.7-19.7-106.673.8F2F上端M-21.0-7.7-142.7142.7-36.0-35.9-215.3155.6N1223.0219.3371.9-371.91774.71866.02082.71115.7下端M-25.2-5.1-142.7142.7-37.4-39.1-218.8152.1N1261.9219.3371.9-371.91821.41918.52129.41162.3V12.83.5-83.483.420.420.8-90.8126.0次內(nèi)恒載活載內(nèi)力組合類左右+12恒14活1+35恒098活1.2恒+05活)+①②③④1.3左1.3右3C3CM20.57.8-143.0143.035.735.4-156.5215.3N1015.7182.8-234.5234.51474.81550.31023.61633.4M20.38.0-117.0117.035.535.2-122.9181.3N1054.6182.8-234.5234.51521.41602.81070.31680.1V-11.3-4.4-78.278.2-19.8-19.6-118.085.4D3DM-18.7-6.4-178.5178.5-31.5-31.6-258.4205.6N1163.1276.833.3-33.31783.31841.51605.21518.5M-18.7-6.9-146.0146.0-32.2-32.1-216.5163.1N1202.0276.833.3-33.31830.01894.01651.91565.1V10.33.7-65.165.117.617.6-69.999.3E3EM18.76.4-178.5178.531.531.6-205.6258.4N1163.1276.8-33.333.31783.31841.51518.51605.2下端M18.76.9-146.0146.032.232.1-163.1216.5N1202.0276.8-33.333.31830.01894.01565.11651.9V-10.3-3.7-65.165.1-17.6-17.6-99.369.9F3F上端M-20.5-7.8-143.0143.0-35.7-35.4-215.3156.5N1015.7182.8234.5-234.51474.81550.31633.41023.6下端M-20.3-8.0-117.0117.0-35.5-35.2-181.3122.9N1054.6182.8234.5-234.51521.41602.81680.11070.3V11.34.4-78.278.219.819.6-85.4118.0次內(nèi)恒載活載內(nèi)力組合類左右12恒14活1+35恒098活1.2恒+05活)+①②③④1.3左1.3右4B4CM20.57.8-122.9122.935.735.4-130.4189.2N808.4146.2-156.2156.21174.81234.7854.71261.0M20.57.8-100.6100.635.735.4-101.3160.2N847.3146.2-156.2156.21221.51287.2901.31307.6V-11.4-4.3-62.062.0-19.8-19.7-97.064.3C4DM-18.7-6.4-153.4153.4-31.5-31.6-225.9173.0N914.3218.320.2-20.21402.91448.41254.51201.9下端M-18.7-6.4-125.5125.5-31.5-31.6-189.6136.8N953.2218.320.2-20.21449.61500.91301.21248.6V10.43.5-51.651.617.517.6-52.581.8E4E上端M18.76.4-153.4153.431.531.6-173.0225.9N914.3218.3-20.220.21402.91448.41201.91254.5下端M18.76.4-125.5125.531.531.6-136.8189.6N953.2218.3-20.220.21449.61500.91248.61301.2V-10.4-3.5-51.651.6-17.5-17.6-81.852.5F4FM-20.5-7.8-122.9122.9-35.7-35.4-189.2130.4N808.4146.2156.2-156.21174.81234.71261.0854.7M-20.5-7.8-100.6100.6-35.7-35.4-160.2101.3N847.3146.2156.2-156.21221.51287.21307.7901.3V11.44.3-69.069.019.819.7-73.4106.1次內(nèi)恒載活載內(nèi)力組合類左右12恒+1.4活135恒098活1205活)+①