Mod 01 Lec 05

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Shallow Foundations: Numerical Examples
Prof. B. K. Maheshwari
Dept. of Earthquake Engg.
Indian Institute of Technology Roorkee
Roorkee-247667
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Sir
Actually we supervise three to four story building please provide the economical solution of footing on property line that higher eccentricity bearing capacity of soil 10 t/m2.thearotical when we checked pressure value may be 15t/m2.strap footing not accepted by client. Please provide solution .

gurvindersingh-ifte
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Can you please add Turkish subtitles to your videos?

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