Question: Design a rectangular beam for a 12 ft cantilever beam having Wsuper impose = 0.15 k/ft. (No Live load on it.) fc' = 4000 psi,

Design a rectangular beam for a 12 ft cantilever beam having Wsuper impose = 0.15 k/ft. (No Live load on it.) fc' = 4000 psi, fy = 60,000 psi, Es = 29,000. Design as per the ACI guideline

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