Q1) Design a longitudinal reinforcement and shear reinforcement by using chart given in appendix for a 300 mm x 300 mm short and braced square column is required to support ultimate axial design load and a moment about x-axis given in table Ql. Characteristic strength of concrete (fa.) is 30 N/mm, and Characteristic strength of reinforcement steel (6) is 460 N/mm. Assume concrete cover to all reinforcement is 40 mm. Assume longitudinal reinforcement bar diameter is 25 mm, and diameter for links 8 mm. Acial load =850KN Moent=150kN-m

Structural Analysis
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Chapter2: Loads On Structures
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Q1) Design a longitudinal reinforcement and shear reinforcement by using chart given in
appendix for a 300 mm x 300 mm short and braced square column is required to support
ultimate axial design load and a moment about x-axis given in table Ql. Characteristic
strength of concrete (fam) is 30 N/mm, and Characteristic strength of reinforcement steel
(f) is 460 N/mm. Assume concrete cover to all reinforcement is 40 mm. Assume
longitudinal reinforcement bar diameter is 25 mm, and diameter for links 8 mm.
Acial load =850KN
Moent=150KN-m
Transcribed Image Text:Q1) Design a longitudinal reinforcement and shear reinforcement by using chart given in appendix for a 300 mm x 300 mm short and braced square column is required to support ultimate axial design load and a moment about x-axis given in table Ql. Characteristic strength of concrete (fam) is 30 N/mm, and Characteristic strength of reinforcement steel (f) is 460 N/mm. Assume concrete cover to all reinforcement is 40 mm. Assume longitudinal reinforcement bar diameter is 25 mm, and diameter for links 8 mm. Acial load =850KN Moent=150KN-m
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