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a206 框架 字形 教学楼 毕业设计 计算 文件 部分 部份 建筑 结构图

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A206+【六层】框架凹字形教学楼毕业设计（计算文件、部分建筑、结构图）,a206,框架,字形,教学楼,毕业设计,计算,文件,部分,部份,建筑,结构图

内容简介：

-40.66 62.18 -22.01-14.46 19.21 -8.7086.92 -20.69 80.71-86.92 20.69 -80.7155.53 59.25 73.31-170.46 113.04 -136.55-54.48 -68.36 -33.97-18.51 -20.61 -12.33-62.08 -20.69 -55.8762.08 20.69 55.87-157.19 -121.30 -120.804.22 -67.50 24.47-29.00 18.30 -23.51-7.70 4.50 -6.3554.55 -36.37 43.64-54.55 36.37 -43.6431.50 -22.62 24.71-110.34 71.94 -88.76-45.11 51.58 -29.64-32.48 39.04 -20.77153.41 -38.31 141.92153.41 38.31 164.90125.81 35.52 136.47-273.05 135.12 -232.51-46.20 -51.96 -30.61-36.96 -40.60 -24.78-122.42 -38.31 -110.93122.42 38.31 110.93-236.76 -136.52 -195.8081.53 -36.91 92.60-24.38 14.60 -20.00-16.02 7.04 -13.91107.57 -71.71 86.06-107.57 71.71 -86.06100.97 -71.48 79.53-178.71 114.97 -144.22-42.72 50.71 -27.51-17.41 19.56 -11.54214.90 -54.80 198.46-214.90 54.80 -198.46217.66 1.35 218.07-341.08 143.83 -297.93-48.84 -52.83 -32.99-19.43 -20.26 -13.35-179.65 -54.80 -163.21179.65 54.80 163.21-308.31 -146.79 -264.27163.28 -4.31 164.57-17.65 14.60 -13.27-5.86 7.01 -3.76157.85 -105.23 126.28-157.85 105.23 -126.28180.51 -115.06 145.99-229.90 158.54 -182.34表7-2 横梁弯矩控制值计算 层次 位置 截面 荷载 M(KN*m) V(KN) b(mm) M1=M-V*b/26左边跨C6恒D6左恒中跨 D6右恒600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.35左边跨C5恒D5左恒中跨 D5右恒600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.34左边跨C4恒D4左恒中跨 D4右恒600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3-42.72 50.71 -27.51-17.41 19.56 -11.54273.72 -67.61 253.44-273.72 67.61 -253.44294.13 -15.31 289.54-417.55 160.48 -369.41-48.84 -53.83 -32.69-19.43 -20.26 -13.35-213.10 -67.61 -192.82213.10 67.61 192.82-347.30 -163.45 -298.27206.76 12.34 203.06-17.65 14.60 -13.27-5.86 7.04 -3.75187.23 -124.82 149.78-187.23 124.82 -149.78218.70 -140.52 176.54-268.10 184.01 -212.90-42.76 50.72 -27.54-16.38 19.43 -10.55293.74 -74.25 271.47-293.74 74.25 -271.47320.72 -24.00 313.52-443.00 -17.47 -448.24-48.85 -52.82 -33.00-28.68 -20.39 -22.56-240.84 -74.25 -218.57240.84 74.25 218.57-388.92 -172.14 -337.28237.26 20.91 230.99-17.83 14.60 -13.45-6.28 7.04 -4.17211.61 -141.07 169.29-211.61 141.07 -169.29249.93 -161.65 201.44-300.26 205.14 -238.72-40.46 50.85 -25.21-15.52 18.81 -9.88348.51 -85.80 322.77-348.51 85.80 -322.77395.20 -39.23 383.43-510.93 183.85 -455.78-45.75 -52.69 -29.94-27.29 -21.01 -20.99-269.27 -85.80 -243.53269.27 85.80 243.53-421.33 -187.37 -365.12278.78 35.71 268.07-16.18 14.60 -11.80-6.30 7.04 -4.19236.60 -157.73 189.28-236.60 157.73 -189.28284.38 -183.31 229.39-330.78 226.79 -262.74续表7-2 横梁弯矩控制值计算 层次 位置 截面 荷载 M(KN*m) V(KN) b(mm) M1=M-V*b/23左边跨C3恒D3左恒中跨 D3右恒600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.32左边跨C2恒D2左恒中跨 D2右恒600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1.2（+0.5）+1.31.2（+0.5）+1.3600活地震左地震右1