Perform Shear Design Of The Reinforced Concrete Beam 1 And Girder 1 Shown In The Floor Framing Plan And Already Designed 1 (172.92 KiB) Viewed 19 times
Perform Shear Design Of The Reinforced Concrete Beam 1 And Girder 1 Shown In The Floor Framing Plan And Already Designed 2 (133.39 KiB) Viewed 19 times
Perform shear design of the reinforced concrete Beam 1 and Girder 1 shown in the floor framing plan and already designed for bending in assignment 1. Both the beam and the girder are simply supported. Superimposed dead load is 50 psf and live load 100 psf. Use the same beam size and reinforcement as per your assignment 1 or the solution of assignment 1 posted on the Blackboard. Show the proposed shear reinforcement layout of both Beam 1 and Girder 1. In addition, draw sections of both beams showing the results of both shear and bending design. Concrete compressive strength fc = 4,000 psi and yield strength of reinforcing bars fy = 60,000 psi. The beam is neither exposed to weather nor in contact with the ground, meaning it is subjected to interior exposure. A D E tu D B с Girder 2 1 G Girder 1 26 Siab Beam 1 Beam 2 3 @ 26' = 78 3 4 西 4 @ 30'=120"
Assignment 3: Shear Design of Reinforced Concrete Beams Perform shear design of the reinforced concrete Beam 1 and Girder 1 shown in the floor framing plan and already designed for bending in assignment 1. Both the beam and the girder are simply supported. Superimposed dead load is 50 psf and live load 100 psf. Use the same beam size and reinforcement as per your assignment 1 or the solution of assignment 1 posted on the Blackboard. Show the proposed shear reinforcement layout of both Beam 1 and Girder 1. In addition, draw sections of both beams showing the results of both shear and bending design. Concrete compressive strength fc = 4,000 psi and yield strength of reinforcing bars fy = 60,000 psi. The beam is neither exposed to weather nor in contact with the ground, meaning it is subjected to interior exposure. D E A 1 G B с Girder 2 + Girder 1 2 O 申 Slab Beam 1 Beam 2 3 @ 26' = 78' 3 串 # 44 4 @ 30'=120
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