F.0.1 本规范第5.5.14条规定基桩引起的附加应力应根据考虑桩径影响的明德林解按下列公式计算:
续表F.0.1-2
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续表F.0.1-2
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续表F.0.1-2
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续表F.0.1-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-2
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续表F.0.2-3
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续表F.0.2-3
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续表F.0.2-3
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续表F.0.2-3
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续表F.0.2-3
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续表F.0.2-3
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续表F.0.2-3
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续表F.0.2-3
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续表F.0.2-3
![]() 续表F.0.2-3 ![]() ![]() |
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