六层两跨框架梁内力组合-及配筋计算教程文件.xls

框架结构六层两跨住宅楼计算表层次截面位置内力无地震作用效应的组合SGk（恒载）SQk（活载）1.35SGk+1.4*0.7SQk1.2SGk+1.4SQkAM-12.29-0.77-17.35-15.83V37.470.4651.0445.61BlM-52.86-0.20-71.55-63.71V58.670.7679.9571.476BrM-59.08-0.13-79.89-71.08V79.640.77108.2796.65CM-27.15-1.61-38.23-34.83V81.491.52111.5099.92跨间MAB114.27106.44MBC38.5028.45AM-21.01-3.57-31.86-30.21V48.089.6274.3471.16BlM-55.96-13.86-89.12-86.54V66.3415.00104.26100.615BrM-67.19-17.43-107.79-105.03V105.9621.90164.51157.81CM-43.89-10.09-69.14-66.80V107.4721.29165.95158.77跨间MAB156.03152.14MBC51.4244.55AM-20.77-3.98-31.94-30.50V48.049.8074.4671.37BlM-55.86-13.59-88.73-86.06V66.3814.82104.14100.404BrM-67.29-17.68-108.16-105.50V106.2021.74164.68157.88CM-42.76-11.09-68.59-66.84V107.7121.13166.12158.83跨间MAB155.21151.33MBC50.6043.73AM-20.67-3.98-31.81-30.38V48.049.8074.4671.37BlM-55.87-13.59-88.74-86.07V66.3814.82104.14100.403BrM-67.29-17.68-108.16-105.50V106.2021.74164.68157.88CM-42.74-11.08-68.56-66.80V107.7121.13166.12158.83跨间MAB155.77151.88MBC50.6243.75AM-20.55-3.94-31.61-30.19V48.049.8074.4671.37BlM-55.56-13.56-88.29-85.65V66.3814.82104.14100.402BrM-67.35-17.65-108.23-105.54V106.2021.74164.68157.88CM-42.47-11.03-68.14-66.41V107.7121.13166.12158.83跨间MAB155.45151.56MBC50.4343.56AM-21.51-4.15-33.11-31.62V48.3210.0175.0472.00BlM-55.54-12.96-87.68-84.79V66.1014.61103.5599.771BrM-69.92-17.21-111.26-108.00V108.1722.15167.74160.81CM-34.92-8.56-55.53-53.88V109.6721.54169.16161.76跨间MAB154.95151.06MBC65.1258.25层次截面位置内力无地震作用效应的组合SGk（恒载）SQk（活载）1.35SGk+1.4*0.7SQk1.2SGk+1.4SQkAM-12.29-0.77-17.35-15.83V37.470.4651.0445.61BlM-52.86-0.20-71.55-63.71V58.670.7679.9571.476BrM-59.08-0.13-79.89-71.08V79.640.77108.2796.65CM-27.15-1.61-38.23-34.83V81.491.52111.5099.92跨间MAB114.27106.44MBC38.5028.45AM-21.01-3.57-31.86-30.21V48.089.6274.3471.16BlM-55.96-13.86-89.12-86.54V66.3415.00104.26100.615BrM-67.19-17.43-107.79-105.03V105.9621.90164.51157.81CM-43.89-10.09-69.14-66.80V107.4721.29165.95158.77跨间MAB156.03152.14MBC51.4244.55AM-20.77-3.98-31.94-30.50V48.049.8074.4671.37BlM-55.86-13.59-88.73-86.06V66.3814.82104.14100.404BrM-67.29-17.68-108.16-105.50V106.2021.74164.68157.88CM-42.76-11.09-68.59-66.84V107.7121.13166.12158.83跨间MAB155.21151.33MBC50.6043.73AM-20.67-3.98-31.81-30.38V48.049.8074.4671.37BlM-55.87-13.59-88.74-86.07V66.3814.82104.14100.403BrM-67.29-17.68-108.16-105.50V106.2021.74164.68157.88CM-42.74-11.08-68.56-66.80V107.7121.13166.12158.83跨间MAB155.77151.88MBC50.6243.75AM-20.55-3.94-31.61-30.19V48.049.8074.4671.37BlM-55.56-13.56-88.29-85.65V66.3814.82104.14100.402BrM-67.35-17.65-108.23-105.54V106.2021.74164.68157.88CM-42.47-11.03-68.14-66.41V107.7121.13166.12158.83跨间MAB155.45151.56MBC50.4343.56AM-21.51-4.15-33.11-31.62V48.3210.0175.0472.00跨间BlM-55.54-12.96-87.68-84.79V66.1014.61103.5599.771BrM-69.92-17.21-111.26-108.00V108.1722.15167.74160.81CM-34.92-8.56-55.53-53.88V109.6721.54169.16161.76跨间MAB154.95151.06MBC65.1258.25考虑地震作用效应的组合SGE（重荷）Sehk1.2SGE+1.3SEhk(1.2SGE+1.3SEhk)V=reGb(Mb+Mb)/ln+VGb左震右震左震右震左震右震Ln-11.9041.91-41.9140.20-68.7630.15-51.574.1036.54-10.7710.7729.8557.8525.3749.17-57.10-21.6321.63-96.64-40.40-72.48-30.3060.1810.77-10.7786.2258.2273.2849.48-67.1828.37-28.37-43.74-117.50-32.80-88.135.5079.64-15.1215.1275.91115.2264.5397.94-30.69-39.6739.67-88.4014.74-66.3011.0581.4915.12-15.12117.4478.1399.8366.41105.8899.4679.4179.4127.5227.5220.6420.64-20.71108.84-108.84116.63-166.3587.48-124.764.1049.46-27.9627.9623.0095.7019.5581.35-73.93-56.1256.12-161.68-15.76-121.26-11.8277.2827.96-27.96129.0856.39109.7247.93-98.4873.59-73.59-22.51-213.84-16.88-160.385.50123.39-31.7831.78106.75189.3890.74160.97-63.49-69.4269.42-166.4314.06-124.8210.55120.3631.78-31.78185.75103.12157.8887.65141.23122.85105.92105.9234.2334.2325.6825.68-19.83178.80-178.80208.64-256.24156.48-192.184.1049.58-45.7945.79-0.03119.02-0.03101.17-73.43-91.3591.35-206.8730.64-155.1522.9877.1645.79-45.79152.1233.07129.3028.11-98.98121.80-121.8039.56-277.1229.67-207.845.50123.30-48.8848.8884.42211.5071.75179.78-64.39-98.1598.15-204.8650.33-153.6537.75120.2748.88-48.88207.8780.78176.6968.66140.42121.47105.31105.3133.4133.4125.0625.06-20.77231.60-231.60276.16-326.00207.12-244.504.1049.58-59.5259.52-17.88136.87-15.20116.34-73.44-119.55119.55-243.5467.29-182.6650.4777.1659.52-59.52169.9715.22144.4712.93-98.97156.75-156.7585.01-322.5463.75-241.915.50123.30-69.8469.8457.17238.7548.59202.94-64.35-157.53157.53-282.01127.56-211.5195.67120.2769.84-69.84235.1253.53199.8545.50140.97124.68105.73105.7333.4333.4325.0825.08-20.43267.90-267.90323.76-372.78242.82-279.594.1049.58-69.1969.19-30.45149.44-25.88127.03-73.24-140.32140.32-270.3094.53-202.7270.9077.1669.19-69.19182.542.65155.162.25-98.85183.98-183.98120.56-357.7990.42-268.345.50123.30-94.9294.9224.56271.3620.88230.65-64.80-243.15243.15-393.86238.33-295.39178.75120.2794.92-94.92267.7220.93227.5617.79140.65131.69105.49105.4933.2433.2424.9324.93-21.98324.33-324.33395.25-448.01296.44-336.004.0036.54-85.2885.28-67.02154.71-56.96131.51-70.83-178.84178.84-317.49147.50-238.12110.6260.1885.28-85.28183.08-38.65155.62-32.85-98.5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左震左M右震左M21.49536.5434.2357.19-67.18-62.19-0.23 左震右右震右60.1828.7679.4053.7875.27-79.04-69.51-0.15 左震左M右震左M16.29779.64-58.9294.46-36.11-31.94-1.89 左震右右震右81.49-30.3764.9169.29129.32-24.37-24.72-4.2 左震左M右震左M28.16749.46112.03147.21-86.98-65.83-16.3 左震右右震右77.284.49135.8681.85126.18-115.86-79.05-20.5 左震左M右震左M24.803123.39-43.86175.97-74.69-51.64-11.87 左震右右震右120.36-34.69129.2869.29160.62-23.33-24.44-4.68 左震左M右震左M28.16749.58208.65232.43-86.39-65.72-15.99 左震右右震右77.16-37.25176.4581.85143.40-116.45-79.16-20.8 左震左M右震左M24.803123.322.68234.82-75.75-50.3-13.05 左震右右震右120.27-66.49163.2969.29185.32-24.43-24.32-4.68 左震左M右震左M28.16749.58279.74298.62-86.4-65.73-15.99 左震右右震右77.16-70.33209.5581.85164.11-116.44-79.16-20.8 左震左M右震左M24.803123.373.57274.79V=reGb(Mb+Mb)/ln+VGb-75.71-50.28-13.04 左震右右震右120.27-138.27234.9969.29202.36-24.03-24.18-4.64 左震左M右震左M28.16749.58329.85342.89-86.16-65.36-15.95 左震右右震右77.16-95.06233.7981.85188.97-116.29-79.24-20.77 左震左M右震左M24.803123.3115.65303.52-76.24-49.96-12.98 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