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Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
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Slope Stability
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...- JahmaiS_
- Post #3
- Forum: Slope stability engineering
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Slope Stability
Anyone familiar with slide 2 can explain to me why this is failing?- JahmaiS_
- Thread
- Replies: 5
- Forum: Slope stability engineering
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Slope Stability and retaining wall design
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...- JahmaiS_
- Thread
- Replies: 0
- Forum: Slope stability engineering
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Structural Engineering (owsj design)
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...- JahmaiS_
- Post #2
- Forum: Structural engineering general discussion
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Structural Engineering (owsj design)
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...- JahmaiS_
- Thread
- Replies: 6
- Forum: Structural engineering general discussion
