基础计算样板例题教学文案.doc

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1、工程名：23600.SJ******基础计算柱底力与基础设计******日期:4/9/2016时间:9:52:10基础反力单位：轴力N、剪力V:kN;弯矩M:kN.m作用力方向(对基础):轴力N压为正(↓);弯矩M顺时针为正(-↓);剪力V顺时针为正(→)。基础总结点数：4-------------------------------------------------------------------------------------基础计算数据-----基础附加墙与柱杯口基础基础地基基础天然地面混凝土宽度修深度修允许零应基础边底板钢节点号墙重中心距宽度埋深高度承载力类型到基底距强

2、度等级正系数正系数力区比例缘高度筋级别1230.00-0.330.201.301.30160.0011.00300.001.000.000HPB300130.000.000.201.301.30160.0011.00300.001.000.000HPB300140.000.000.201.301.30160.0011.00300.001.000.000HPB3001530.000.330.201.301.30160.0011.00300.001.000.000HPB300-----------------------------------------------------------

3、---------------------1、基础节点号*12*基础反力基础相连柱号：1☆标准组合组合号MNV组合号MNV11.23200.26-2.532-43.95229.66-22.623-17.99321.87-9.984-38.10361.39-21.945-35.06429.76-20.046-21.03253.50-11.887-4.33286.17-4.168-31.44303.81-16.219-24.43325.69-16.1210-51.55343.33-28.1711-21.40394.06-14.2312-48.51411.70-26.2813-7.37217.

4、80-6.0614-34.48235.44-18.11153.71243.74-0.9616-41.47273.14-21.0417-10.36271.40-9.3318-55.54300.80-29.4119-8.23319.26-8.0020-53.42348.66-28.09211.59195.88-2.2922-43.60225.28-22.3723-3.49282.02-5.3224-46.12319.37-22.8825-44.60353.56-21.9326-5.00247.83-6.27Mmax对应组合号:15Mmax=3.71N=243.74V=-0.96Mmin对应组

5、合号:18Mmin=-55.54N=300.80V=-29.41Nmax对应组合号:5M=-35.06Nmax=429.76V=-20.04Nmin对应组合号:21M=1.59Nmin=195.88V=-2.29Vmax对应组合号:15M=3.71N=243.74Vmax=-0.96Vmin对应组合号:18M=-55.54N=300.80Vmin=-29.41☆基本组合组合号MNV组合号MNV16.03228.41-1.10210.34176.461.353-57.23269.57-29.224-52.92217.62-26.775-20.88398.67-11.536-16.58346

6、.72-9.087-25.60411.54-14.318-49.03453.99-28.279-44.72402.04-25.8310-45.30450.27-26.0311-44.78549.71-25.6212-40.47497.76-23.1713-42.33517.27-24.1714-25.13302.95-14.1915-20.83251.00-11.7416-28.58344.54-16.1717-1.76348.69-3.38182.55296.74-0.9419-39.71373.39-20.2520-35.41321.44-17.8121-29.90404.01-20

7、.1322-25.59352.06-17.6823-67.86428.71-37.0024-63.55376.76-34.5525-25.65499.74-17.4726-21.34447.78-15.0227-63.61524.43-34.3428-59.30472.48-31.8929-6.01252.97-6.0430-1.70201.02-3.5931-43.96277.67-22.9132-39.66225.72-20.4