Problem H04-03. One-way reinforced-concrete slab [Points: 1/3]. Design a balcony slab exposed to the weather. The cantil
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Problem H04-03. One-way reinforced-concrete slab [Points: 1/3]. Design a balcony slab exposed to the weather. The cantil
Problem H04-03. One-way reinforced-concrete slab [Points: 1/3]. Design a balcony slab exposed to the weather. The cantilevered span is 8 ft and the service live load is 100 psf. Use the reinforcement of #5 size bars; f. = 4 000 psi; f= 60 000 psi. Sketch the design.
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