Design a slender unbraced rectangular column with the following đata :Size of column =25 cm x 30 cmConcrete gradeM25, Steel grade= Fe 500D%3DEffective length lex3 m, Effective length ley= 4 mUnsupported length5 mFactored load P,,750 kN%3DFactored moment in direction of larger dimension M,25 kNmFactored moment in direction of shorter dimension M.15 kNm heThe reinforcement is distributed equally on four sides.

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Design a slender unbraced rectangular column with the following data : Size of column 25 cm x 30 cm %3D Concrete grade M25, Steel grade = Fe 500D Effeçtive length lex = 3 m, Effective length ley = 4 m Unsupported length 5 m %3D Factored load P, 750 kN Factored moment in direction of larger dimension M, 25 kNm %3D Factored moment in direction of shorter dimension M. 15 kNm %3D

Design a slender unbraced rectangular column with the following data : Size of column 25 cm x 30 cm %3D Concrete grade M25, Steel grade = Fe 500D Effeçtive length lex = 3 m, Effective length ley = 4 m Unsupported length 5 m %3D Factored load P, 750 kN Factored moment in direction of larger dimension M, 25 kNm %3D Factored moment in direction of shorter dimension M. 15 kNm %3D

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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