Concrete Str 5.17 Example: A single reinforced concrete beam has rectangular section 230 mm wide x 460 mm effective depth. At section under consideration there are two 16 mm diameter bent-up bars at 45° and 6 mm diameter two legged stirrups at a spacing of 200 mm centre to centre. The grade of concrete is M 20. The reinforcement is HYSD 415. The design shear strength of concrete is 0.6 N/mm² and maximum shear stress is 2.5 N/mm². Using limit state method, determine the value of factored shear force to be permitted at the section. Solution: b = 230 mm d-460 mm 20 NG
Concrete Str 5.17 Example: A single reinforced concrete beam has rectangular section 230 mm wide x 460 mm effective depth. At section under consideration there are two 16 mm diameter bent-up bars at 45° and 6 mm diameter two legged stirrups at a spacing of 200 mm centre to centre. The grade of concrete is M 20. The reinforcement is HYSD 415. The design shear strength of concrete is 0.6 N/mm² and maximum shear stress is 2.5 N/mm². Using limit state method, determine the value of factored shear force to be permitted at the section. Solution: b = 230 mm d-460 mm 20 NG
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Concrete Structures
5.17
Example: A single reinforced concrete beam has rectangular section 230 mm wide x 460 mm effective depth. At
a section under consideration there are two 16 mm diameter bent-up bars at 45° and 6 mm diameter two legged
stirrups at a spacing of 200 mm centre to centre. The grade of concrete is M 20. The reinforcement is HYSD 415.
The design shear strength of concrete is 0.6 N/mm² and maximum shear stress is 2.5 N/mm². Using limit state
method, determine the value of factored shear force to be permitted at the section.
Solution:
b = 230 mm d = 460 mm
20 NG
2
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