Problem #3 - Rectangular Beam Analysis for TENSION REINFORCEMENT ONLY) Determine if the beam shown in figure is adequate as governed by the ACI Code (318-19). The loads shown are service loads. The uniformly distributed load is: DL= 0.65 kip/ft, LL = 0.80 kip/ft. The dead load excludes the beam weight. The point load is a live load; fc = 4000 psi, fy = 60,000 psi. 12 kips (LL) Uniform load- DL=0.65 kip/ft LL=0.80 kip/ft 12"- A
Problem #3 - Rectangular Beam Analysis for TENSION REINFORCEMENT ONLY) Determine if the beam shown in figure is adequate as governed by the ACI Code (318-19). The loads shown are service loads. The uniformly distributed load is: DL= 0.65 kip/ft, LL = 0.80 kip/ft. The dead load excludes the beam weight. The point load is a live load; fc = 4000 psi, fy = 60,000 psi. 12 kips (LL) Uniform load- DL=0.65 kip/ft LL=0.80 kip/ft 12"- A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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