题目内容

已知p1为已包括上部结构恒载、地下室结构永久荷载及可变荷载在内的总荷载传至基础底面的平均压力(已考虑浮力)，p2为基础底面处的有效自重压力，p3为基底处筏形基础底板的自重压力，p4为基础底面处的水压力，在验算筏形基础底板的局部弯曲时，试求作用于基础底板的压力荷载值，并说明理由。

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某宿舍楼采用墙下C15混凝土条形基础，基础顶面墙体宽度0.38m，基底平均压力为250kPa，基础底面宽为1.5m，试计算基础最小高度。

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A. Right
B. Wrong
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某厂房为框架结构，基础位于高压缩性地基上，横断面A、B轴间距9.0m，B、C轴间距12m，C、D轴间距9.0m，A、B、C、D轴的边柱沉降分别为70mm、150mm、120mm和100mm。试问建筑物的地基变形是否在允许值范围内。

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