If the live load on a 30 foot long beam is 12 kipfeet and


According to ACI 318 9.2 the required strength U must be calculated using the equation U=1.4(DL)+1.7(LL). If the live load on a 30 foot long beam is 1.2 kip/feet and the dead load is 0.8 kip/feet determine the maximum moment in the beam (kip-ft) if it is pinned at both ends. Assume the weight of the steel is 0.3 kip/feet.

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Civil Engineering: If the live load on a 30 foot long beam is 12 kipfeet and
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