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3.5 Design the shear reinforcement for a beam with b = 300 mm, d = 550 mm, V = 150 kN, fek = 25 N/mm², and fyk = 500 N/mm².

3.5 Design the shear reinforcement for a beam with b = 300 mm, d = 550 mm, V = 150 kN, fek = 25 N/mm², and fyk = 500 N/mm².

Structural Analysis
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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Reinforce concrete design
A A reinforced concrete beam of rectangular cross-section, provided with reinforcement for moment only is subjected to an ultimate shear force V of 400 kN. The beam size, b = 250 mm, d = 475 mm and material strength fck = 30 N/mm?, and fyk = 500 N/mm². Is the beam adequate for shear? 3.5 Design the shear reinforcement for a beam with b = 300 mm, d = 550 mm, V = 150 kN, fek = 25 N/mm², and fyk = 500 N/mm². A T-beam and slab system of a structure are made of beams spaced at 3.0 m with a clear span of 7.2 m between brickwalls of 250 mm thick. For the T beam he = 100 mm, bw = 300 mm, d = 600 mm. If fck = 35 N/mm² and fyk = 500 N/mm², design the shear reinforcement. Assume 4H25 tension reinforcements are provided with variable load = 5 kN/m². 3.6
Transcribed Image Text:A A reinforced concrete beam of rectangular cross-section, provided with reinforcement for moment only is subjected to an ultimate shear force V of 400 kN. The beam size, b = 250 mm, d = 475 mm and material strength fck = 30 N/mm?, and fyk = 500 N/mm². Is the beam adequate for shear? 3.5 Design the shear reinforcement for a beam with b = 300 mm, d = 550 mm, V = 150 kN, fek = 25 N/mm², and fyk = 500 N/mm². A T-beam and slab system of a structure are made of beams spaced at 3.0 m with a clear span of 7.2 m between brickwalls of 250 mm thick. For the T beam he = 100 mm, bw = 300 mm, d = 600 mm. If fck = 35 N/mm² and fyk = 500 N/mm², design the shear reinforcement. Assume 4H25 tension reinforcements are provided with variable load = 5 kN/m². 3.6
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