发布时间 : 星期三 文章某旅馆八层框架结构设计计算书 土木工程专业毕业设计 毕业论文更新完毕开始阅读3db9a24ca617866fb84ae45c3b3567ec102ddc9f
框架梁配筋计算截面弯矩设计值H—8-41.60.0450.04627.60.0300.030152.7 2 18509HG中—833.00.0060.006180.2 2 18509G左—8-31.20.0340.034172.7 2 1850914.390.0150.01679.0 2 18509G右—8-18.30.0200.020100.7 2 18509GF中—823.85-2.20.0010.00116.72 18509F左—8-26.70.0290.029147.6 2 1850918.880.0200.021103.9 2 18509F右—8-40.70.0440.045226.9 2 18509 2 18509FE中—8-6.6460.80.0080.008332.4 2 18509表16E—8-47.20.0510.052263.7 2 185099.060.0100.01049.6 2 18509?s?M?1fcbh02ξ0.0260.026131.6 2 18509As???1fcbh0/fy231.8选配钢筋实配面积 2 18509ρ（%）截面弯矩设计值0.400.40H—7-75.30.0810.085428.5 2 185090.4048.300.0520.053270.3 2 185090.400.400.400.400.400.400.400.400.400.400.40G左—7G右—7F左—7F右—7HG中—7GF中—740.1-60.432.27-42.451.310.1-50.147.06-67.7-3.850.0070.007219.1 2 185090.400.0650.067340.7 2 185090.400.0350.035178.9 2 185090.400.0460.047236.7 2 185090.400.0550.057287.6 2 185090.400.0000.0000.92 185090.400.0540.055280.8 2 185090.400.0510.052263.2 2 185090.400.0730.076383.2 2 185090.40 2 185090.400.400.400.40E—7FE中—775.1-79.912.750.0100.010411.0 2 185090.400.0860.090455.5 2 185090.400.0140.01469.9 2 185090.40?s?M?1fcbh02ξAs???1fcbh0/fy选配钢筋实配面积ρ（%）截面弯矩设计值H—6-105.60.1140.12183.430.0900.094476.92 20628G左—6HG中—666.1-89.666.030.0120.012362.02 206280.0960.102514.32 206280.0710.074373.42 20628G右—6-67.00.0720.075379.42 2062883.60.0900.094477.92 20628F左—6GF中—60.03-77.081.430.0000.0000.22 206280.0830.087438.52 206280.0880.092464.92 20628F右—6-93.00.1000.106534.72 2062823.330.0250.025128.72 20628E—6FE中—676.2-107.742.890.0100.010417.32 206280.1160.123625.02 206280.0460.047239.32 20628?s?M?1fcbh02ξAs???1fcbh0/fy612.4选配钢筋实配面积2 20628ρ（%）截面弯矩设计值0.490.49H—5-144.80.1560.1700.490.490.49G左—5HG中—5127.3740.8-115.096.030.1370.148749.13 209420.0070.007222.93 209420.740.1240.132670.63 209420.740.1030.109553.32 209420.740.490.49G右—5-88.90.0960.101510.03 209420.740.490.490.490.490.49F左—5F右—5GF中—5112.470.03-100.4111.85-115.647.020.1210.129654.93 209420.0000.0000.22 206280.490.1080.115580.33 209420.740.1200.129651.13 209420.740.1240.133674.33 209420.740.0510.052262.92 206280.490.490.490.49E—5FE中—5117.6-133.870.260.0160.016645.43 209420.740.1440.156790.53 209420.740.0760.079398.32 206280.49?s?M?1fcbh02ξAs???1fcbh0/fy862.1选配钢筋实配面积3 209420.74ρ（%）0.740.74
截面弯矩设计值H—4-173.10.1860.208158.70.1710.188954.53 20942G左—4HG中—440.8-131.6115.90.0070.007222.92 206280.1420.153776.53 209420.1250.134676.43 20942G右—4-103.40.1110.118598.32 20628131.60.1420.153776.33 20942F左—4GF中—40.0######130.70.0000.0000.22 206280.1230.132668.33 209420.1410.152770.53 20942F右—4-128.50.1380.149756.23 2094261.70.0660.069348.12 20628E—4FE中—4125.4-161.5100.00.0170.017688.83 209420.1740.192973.03 209420.1080.114577.82 20628?s?M?1fcbh02ξAs???1fcbh0/fy1051.9选配钢筋实配面积4 2012560.99ρ（%）截面弯矩设计值?s?M?1fcbh020.74H—3173.40.1870.2081054.44 2012560.99-184.50.1980.2230.490.740.74G左—3HG中—341.2-153.9141.00.0070.007225.12 206280.490.1660.182922.33 209420.740.1520.165836.82 209420.740.490.74G右—3-121.90.1310.141714.33 209420.74155.30.1670.184931.63 209420.740.490.740.74F左—3GF中—3-0.4######156.70.0000.0002.42 206280.490.1460.158802.33 209420.740.1680.186940.53 209420.740.740.49F右—3-147.10.1580.173877.43 209420.7482.60.0890.093471.82 206280.490.740.740.49E—3FE中—3140.2-171.1111.80.0190.019771.03 209420.740.1840.2051038.34 2012560.990.1200.128650.62 206280.49ξAs???1fcbh0/fy1131.3选配钢筋实配面积4 2012560.99ρ（%）
截面弯矩设计值?sH—2-213.30.2290.264214.250.2300.2661345.75 201570G左—2HG中—239.7-187.2186.090.0070.007216.82 206280.2010.2271149.94 2012560.2000.2261142.44 201256G右—2-144.60.1560.170860.93 20942F左—2GF中—2200.17-0.7-158.0203.990.2150.2450.0000.0003.72 206280.1700.187949.53 209420.2190.2511270.44 201256F右—2-174.00.1870.2091058.13 20942E—2FE中—2116.93170.9-184.1130.360.1260.135682.93 209420.0230.023941.63 209420.1980.2231128.24 2012560.1400.152768.33 20942??1Mfcbh20ξAs???1fcbh0/fy1338.71242.74 201256选配钢筋实配面积5 2015701.23-264.00.2840.3431735.25 2219001.49ρ（%）截面弯矩设计值?s1.23H—10.490.990.990.740.990.490.740.990.740.740.740.990.74G左—1G右—1F左—1F右—1E—1HG中—1GF中—1FE中—1-200.2-173.8-245.4268.2943.1203.11-157.6217.280.3223.35-186.1130.1880.1193.050.0080.008235.82 227600.600.2150.2451243.14 2215201.190.2180.2501264.04 2215201.190.1690.187946.93 2211400.890.2340.2701368.34 2215201.190.0000.000-1.42 227600.600.1870.2091057.23 2211400.890.2400.2791413.94 2215201.190.2000.2261142.13 229420.740.1400.151767.12 227600.600.0110.011438.62 227600.600.2640.3131584.64 2215201.190.2080.2351191.74 2215201.19??1Mfcbh200.2890.3501770.9 5 2219001.49ξAs???1fcbh0/fy选配钢筋实配面积ρ（%） 注：表中b在求跨中受拉钢筋时取b'f。