Question: Example 2 4 . 7 . Design a strip footing to carry a load of 7 5 0 k N m at a depth of

Example 24.7. Design a strip footing to carry a load of 750kNm at a depth of
1.6m in a c- soil having a unit weight of 18kNm3 and shear strength parameters
as c=20kNm2 and =25. Determine the width of footing, using a factor of safety of
a aqinst shear failure. Use Terzaghi's equations.
Example 2 4 . 7 . Design a strip footing to carry

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