Engineering, 03.03.2020 05:00, reemoe

Using the ACI 318 Code equations, design a reinforced concrete beam for a factored positive moment of 900 kip-ft. Draw your final section including the spacing of the bars and choice of material properties. As a guideline the web width of your beam should be around 50% of the beam height, h. Be sure to use reasonable quantities of steel. fc = 4 ksi and fy = 60ksi

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Using the ACI 318 Code equations, design a reinforced concrete beam for a factored positive moment o...