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Recent content by ack
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Wall Reinforcement
sorry, the slab positive moment should read M=wl^2/8.- ack
- Post #2
- Forum: Structural engineering general discussion
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Wall Reinforcement
How should I design vert. reinforcement for the outer face of a foundation wall spanning vertically betweem two levels? Should I just put in some minimum reinf.? Inner face vert. reinf. will be designed for moment = wl^2/8. Is this resonable? A similar question for slab having only one span...- ack
- Thread
- Replies: 3
- Forum: Structural engineering general discussion
