PD = 10 k fc' = 5,000 psi; fy = 60,000 psi PD = 10 k PL = 20 k PL = 20 k WD = 2.5 kip/ft (including beam weight) WL = 5 kip/ft %3D 16 in. 8 ft 8 ft 8 ft d in. h in. 1 = 24 ft 4 in. As If the beam width is fixed at b= 16 inches and use r= beam by finding the required beam depth (d and h) and the required tension reinforcement. Use a 4" cover and number #11 bars a) 2%, design the b) Check the moment capacity of the design section and provide the sketch of your design, but No need to design for the shear reinforcement

PD = 10 k fc' = 5,000 psi; fy = 60,000 psi PD = 10 k PL = 20 k PL = 20 k WD = 2.5 kip/ft (including beam weight) WL = 5 kip/ft %3D 16 in. 8 ft 8 ft 8 ft d in. h in. 1 = 24 ft 4 in. As If the beam width is fixed at b= 16 inches and use r= beam by finding the required beam depth (d and h) and the required tension reinforcement. Use a 4" cover and number #11 bars a) 2%, design the b) Check the moment capacity of the design section and provide the sketch of your design, but No need to design for the shear reinforcement

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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