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continuous footin deflection+soil settlement

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spspro
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continuous footin deflection+soil settlement

Hi, when I calculate continuous footing on the ground I get the results:

soil settlement- 1mm

deflection- 5mm

how can deflections be greater than soil settlement? any advice

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Rafal.Gaweda
in reply to: spspro

File please.



Rafal Gaweda

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