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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Use the profile illustrated for problem (1). assume that the layer of silty sand fill (sm) is placed over the entire site. estimate the thickness of the fill (h - in feet) that will cause the effective vertical stress at the center of the clay layer to increase by 517.5 pounds per square foot.
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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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