Design a slender unbraced rectangular column with the following data :bne 221.02vig 201Size of column25 cm x 30 cm%3DConcrete gradeM25, Steel gradeFe 500D%3DEffective length le3 m, Effective length ley = 4 m%3D%3Dexd novig ai 1ool noitaUnsupported length = 5 mFactored load Pu750 kN801CFactored moment in direction of larger dimension M,25 kNm%3!Factored moment in direction of shorter dimension M,15 kNmnoitibba baThe reinforcement is distributed equally on four sides.

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Design a slender unbraced rectangular column with the following data : bne 221.0 Size of column = 25 cm x 30 cm Concrete grade M25, Steel grade = Fe 500D %3D Effective length lex 3 m, Effective length ley = 4 m %3D Unsupported length 5 m Factored load Pu 750 kN %3D Factored moment in direction of larger dimension M, 25 kNm Factored moment in direction of shorter dimension M, 15 kNm itihb The reinforcement is distributed equally on four sides.

Design a slender unbraced rectangular column with the following data : bne 221.0 Size of column = 25 cm x 30 cm Concrete grade M25, Steel grade = Fe 500D %3D Effective length lex 3 m, Effective length ley = 4 m %3D Unsupported length 5 m Factored load Pu 750 kN %3D Factored moment in direction of larger dimension M, 25 kNm Factored moment in direction of shorter dimension M, 15 kNm itihb The reinforcement is distributed equally on four sides.

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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