1705334516827_土力学课程设计.pdf

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1基础的埋置深度··············································································································2

2选择材料························································································································2

3地基承载力设计值········································································································2

4外柱下钢筋混凝土独立基础设计··················································································2

4.1先按中心荷载作用下计算，底面积···································································2

4.2基底尺寸验算·······································································································3

4.3基础结构设计·······································································································4

4.3.1计算净反力································································································4

4.3.2基底抗冲切验算························································································4

4.3.3变阶处截面尺寸确定················································································4

4.3.4变阶处截面抗冲切验算············································································4

4.3.5底版配筋····································································································5

5内柱按双柱联合设计······································································································7

5.1确定合力及合力的作用点···················································································7

5.2确定基底宽度·······································································································8

5.3基础内力计算·······································································································8

5.4基础高度确定·································

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