A strip footing 8m wide is designed for total settlement of 40mm. the safe bearing capacity was 150kn/m square and allowable soil pressure was 100kn/m square . due to importance of structufre now the footing is to be redesigned for settelement of 25mm ythe new widht of the footing will be
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solve the question fairly........civil sir...
answe will be 12.8 m
answe will be 12.8 m
amitc0705:
but how
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Answer:
S/Sp=b/bp But he asking the new width of footing S/Sp * wide of footing
40/25 * 8 = 12.8
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