For the following beam rebar is grade 60 and compressive strength of concrete is 3 ksi. if the beam is to be exposed to moist air is the crack width satisfactory as compared to the values permitted by the aci code. calculate the crack width from two different methods precisely. revise the design of reinforcing and recompute the crack width.
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For the following beam rebar is grade 60 and compressive strength of concrete is 3 ksi. if the beam...
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