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The static conditions without the earthquake load is still failing at a FOS of 0.7. The soil has little to no cohesion, it is unfortunately unfavorable building conditions, and the area is located in a fault zone, hence the earthquake load applied. I am a final year student, to provide some...

Anyone familiar with slide 2 can explain to me why this is failing?

Greetings all, I final year engineering student attempting a major project of designing a 10 story apartment complex on a fairly sandy-silt soil with little to no cohesion. 1. How do I approach the slope stability analysis, I already have the contours of the plot of land, so what next? I am...

In the picture, the height of the bay is two containers high, however the one I have been asked to design will only use one container. Attached is the drawing I came up...

I am a civil engineer intern working at a contracting company. 1 was tasked to design a open web steel joist roof containers. The the webs will be prevent ponding. system for 2 bay areas, made from 3 dimension for the two bays are 40 ft x 20ft and 40 ft x 40 ft. The joists will be made from 2 x...