Question: Does your beam design satisfy the minimum area of flexural reinforcement required per ACI? Provide a sketch ( does not have to be to scale

Does your beam design satisfy the minimum area of flexural reinforcement required per ACI?
Provide a sketch (does not have to be to scale) of the final beam section design with all appropriate dimensions and labels. Note that approximately 50% of your flexural steel needs to be located in the overhanging slab for reasons noted in your Module 4 notes.
Does your beam design satisfy the minimum area of

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