Isolated Foundation Design

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Isolated Foundation Design

Design Assumption & Limitation 

1 Design of Foundation is carried out in accordance with BS8110-1997
2 Foundation is designed as Rigid Foundation resting on soil. Bearing pressure below the
foundation is considered to be linear in nature.
3 Applied forces are considered at top of Pedestal
4 Twisting effect on Pedestal is not considered in design.
5 Run the staad file and input path & name of file in sheet "Reaction Unf" .
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Isolated Foundation Design
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