发布时间 : 星期六 文章框架剪力墙结构毕业设计计算书 - 图文更新完毕开始阅读167c580dfe4733687e21aaa3
ＸＸＸＸ学院毕业设计
4) 考虑地震作用框架柱D内力组合表（见表6.4）
表6.4 考虑地震作用框架柱D内力组合表
层次截面上六层下上五层下上四层下上三层下上二层下上一层下内力MNMNVMNMNVMNMNVMNMNVMNMNVMNMNV
恒载活载地震向右地震向左|M|max及NNmax及MNmin及M-13.85-5.28-93.4893.48-141.31101.74-141.31116.9442.27-13.4913.49148.15183.23148.15-13.7-4.74-57.357.3-93.7755.21-93.77206.8853.17-13.4913.49262.62297.70262.6265.3450.26-50.26-13.93-3.21-86.6586.65-131.2994.00-131.29358.9473.08-25.625.6441.30507.86441.30-13.87-4.35-65.3665.36-104.2265.71-104.22488.8883.98-25.625.6603.76670.32603.7665.8750.67-50.67-13.87-3.35-78.4178.41-120.5983.28-120.59602.02104.09-38.0138.01735.47834.29735.47-13.87-4.35-72.3772.37-113.3474.83-113.34691.96114.99-38.0138.01849.93948.76849.9365.3450.26-50.26-13.87-3.35-75.1975.19-116.4079.09-116.40845.114.51-50.7550.75956.851088.80956.85-13.79-4.46-69.4169.41-109.4671.01-109.46935.04156-50.7550.751149.671281.621149.6762.6648.2-48.2-14.11-3.02-58.0858.08-94.2556.76-94.251086.45186.03-60.8260.821336.291494.421336.29-14.69-3.83-65.4965.49-105.0665.21-105.061176.39196.93-60.8260.821450.761608.891450.7653.5541.19-41.19-12.31-2.22-56.4556.45-89.4957.28-89.491240.2227.38-72.2972.291530.691718.651530.69-6.16-1.11-69.3269.32-98.1782.06-98.171330.14238.28-72.2972.291645.161833.111645.1638.0329.25-29.25 45
ＸＸＸＸ学院毕业设计
5) 考虑地震作用框架柱E内力组合表（见表6.5）
表6.5 考虑地震作用框架柱E内力组合表
层次截面上六层下上五层下上四层下上三层下上二层下上一层下内力MNMNVMNMNVMNMNVMNMNVMNMNVMNMNV恒载活载地震向右地震向左-16.67-5.9-94.8594.8564.8814.5228.95-28.95-17.72-4.29-10.5410.54104.2219.9728.95-28.9535.13-35.13-18.4-3.62-79.779.7177.9729.9362.58-62.58-18.17-3.68-26.5726.57217.3125.3862.58-62.5835.42-35.42-18.17-3.68-68.568.5289.9445.297.14-97.14-18.17-3.68-36.8936.89329.2850.65-97.1497.1435.13-35.13-18.17-3.35-75.1975.19401.9114.51-50.7550.75-18.04-4.46-69.4169.41441.25156-50.7550.7548.2-48.2-18.42-3.91-60.6460.64515.6875.79132.26-132.26-19.04-4.46-40.4340.43555.0281.34132.26-132.2633.69-33.69-12.03-2.55-33.3333.33627.990.77220.91-220.91-6.02-1.27-54.654.6667.2496.22220.91-220.9120.45-20.45 |M|max及NNmax及MNmin及M-146.8599.76-146.85124.2048.93124.20-37.54-10.14-37.54174.6899.41174.6845.67-127.8679.36-127.86312.88150.17312.88-58.5510.53-58.55357.35194.65357.3546.05-113.0665.04-113.06501.33248.77501.33-71.9723.95-71.97299.24551.81299.2445.67-121.5673.93-121.56425.02556.97425.02-114.5665.91-114.56557.13689.08557.1362.66-103.2854.38-103.28836.23492.35836.23-78.0827.04-78.08886.77542.89886.7743.80-59.3027.36-59.301095.13520.761095.13-78.9762.99-78.971145.60571.241145.6026.59 7截面设计
截面设计应该按照 抗震等级的要求进行，本结构框架的抗震等级为二级，剪力墙的抗震等级为一级。本次手算仅计算⑨轴框架五层AD梁和框架柱A。其他梁柱配筋计算用PKPM计算。 7.1 框架梁配筋计算
对五层AD跨梁进行手算，过程如下：
混凝土强度等级C30 ，fc?14.3N/mm2，纵筋为HRB335，fy?fy'?300N/mm2，箍筋HPB235、 ，fyv?210N/mm2。
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