Design a rectangular reinforced concrete beam for a simple span of 35 ft. Uniform service loads...

Design a rectangular reinforced concrete beam for a simple span of 35 ft. Uniform service loads are 1.0 kip/ft dead load (excluding the self-weight of the beam) and 1.2 kips/ft live load. Use f′c=4,000 psi and fy=60,000 psi. Sketch your design.

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Ally Wells answered 11 months ago

Design a rectangular reinforced concrete beam for a simple span of 32 ft. Uniform service loads...

Design a rectangular reinforced concrete beam for a simple span of 32 ft. Uniform service loads are 1.5 kips/ft dead load and 2.0 kips/ft live load. Assuming that the total depth h is not to exceed 32 in. and that there is no limitation on the width b. Use f′c = 3000 psi and fy = 60,000 psi. Sketch your design

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A Simply supported rectangular, tension-reinforced beam is to be designed for dead load of 0.75 k/ft plus self weight and service live load of 2.0 k/ft, with a 30 -ft simple span. Material strength will be fy = 60 ksi and fc = 5 ksi for steel and normal weight concrete respectively. Start the design of the beam dimensions using the rules of thumbs in class. The total beam depth, h, must not exceed twice the width. Calculate the required...

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