基础底板计算).doc

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1、***************************************************************JCCAD底板计算书**文件名:DBJS.OUT**日期:2011/4/18*************************************************************底板计算参数混凝土等级:30板钢筋设计强度:300(N/mm2)板钢筋归并系数:0.30板支座筋连通系数:0.50板支座钢筋放大系数:1.00板跨中钢筋放大系数:1.00底板各房间的局部弯矩

2、与配筋计算(输出内容如下)(房间号，X,Y向跨中主弯矩，房间周边各支座弯矩，采用的设计荷载)(X,Y向跨中弯矩配筋，房间周边支座弯矩配筋)(冲切安全系数，剪切安全系数)(警告标志：配筋量100000为抗弯超筋标志,支座弯矩值为正或为99999.9是因为房间内凹弯矩计算不正常,冲切、剪切安全系数小于1为不满足规范要求。)174.5036.06-160.80-124.30-160.80-124.30107.731075.1075.1226.1075.1226.1075.0.7BhpFtUmHo/Fl=4.200.

3、7BhsFtLsHo/Vs=3.4320.0011.820.00-23.650.00-23.6578.601075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=17.550.7BhsFtLsHo/Vs=13.34373.8935.76-159.47-123.28-159.47-123.28106.841075.1075.1216.1075.1216.1075.0.7BhpFtUmHo/Fl=4.230.7BhsFtLsHo/Vs=3.46444.5321.55-96.10

4、-74.29-96.10-74.2964.391075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=7.020.7BhsFtLsHo/Vs=5.7450.007.460.00-14.910.00-14.9149.571075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=27.820.7BhsFtLsHo/Vs=21.15645.4221.98-98.03-75.78-98.03-75.7865.681075.1075.1075.107

5、5.1075.1075.0.7BhpFtUmHo/Fl=6.890.7BhsFtLsHo/Vs=5.63742.6820.66-92.11-71.20-92.11-71.2061.711075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=7.330.7BhsFtLsHo/Vs=5.9980.007.590.00-15.180.00-15.1850.471075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=27.320.7BhsFtLs

6、Ho/Vs=20.77943.8521.23-94.65-73.16-94.65-73.1663.411075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=7.130.7BhsFtLsHo/Vs=5.831044.6321.60-96.33-74.47-96.33-74.4764.541075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=7.010.7BhsFtLsHo/Vs=5.73110.007.960.00-15.930.00-

7、15.9352.951075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=26.050.7BhsFtLsHo/Vs=19.801245.1921.87-97.53-75.39-97.53-75.3965.341075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=6.920.7BhsFtLsHo/Vs=5.661344.4121.49-95.84-74.09-95.84-74.0964.211075.1075.1075.1075.107

8、5.1075.0.7BhpFtUmHo/Fl=7.040.7BhsFtLsHo/Vs=5.75140.007.820.00-15.630.00-15.6351.961075.1075.1075.1075.1075.1075.0.7BhpFtUmHo/Fl=26.540.7BhsFtLsHo/Vs=20.181544.0421.32-95.05-73.48-95.05-73.4863.681075.1