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23. For the concrete cantilever beam shown below (L=8 ft), draw the proper location and details for the flexural reinforcement of area, As, on the elevation (including connection at support) and cross section. Assume that 3 #8s are used for flexural reinforcement with 2-leg #4 stirrups for shear (spaced at 6 in on center) and 1.5-in cover (over the stirrups). [2 PT] Concentrated load height, h-16 in width, b-12 in; f 5000 psi Support Elevation Cross Section 24. [9 PT] Based on the properties of the cantilever of Problem 21, do the following: a) Calculate the flexural reinforcement ratio, ρ [1 PT]

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Ans.23 一21es 4.S 16in 2Le GGD #4 ニ38

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