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, if bottom reinf. is designed for M=wl^2, should I just put in min. top reinf. at the ends of span?
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