A steel column 3.6m long Is pin connected at the top and bottom and is a part ofa frame subjected to buckling and sidesway. It carries an axial load of 800 kNand a moment of 70 kN-m at the top and a moment at the bottom which is90% of the moment at the top.Properties:13000 mm?Pa800 ANAreaSection Modulus X 1200x10 mmhingedrmin94 mmMy=70RN.mK1Fy248 Mpa200000 MpaEsFa115 Mpa148 Мра3.бmFbM-63RN.mhinged1. Compute the axial compressive stress if axial load only existed2. Compute the bending stress if bending moment alone existed.3. Compute the interaction value of both axial and bending stresses

Members subject to combined axial force and bending moment are called beam-column. The bending…

A steel column 3.6m long is pin connected at the top and bottom and is a part of a frame subjected to buckling and sidesway. It carries an axial load of 800 kN and a moment of 70 kN-m at the top and a moment at the bottom which is 90% of the moment at the top. Properties: Pu800 &N 13000 mm Section Modulus X 1200x10' mm' Area hinged rmin 94 mm My70kN.m K Fy 248 Mpa 200000 Mpa 115 Mpa 148 Mpa Es Fa 3.6m Fb hinged

A steel column 3.6m long is pin connected at the top and bottom and is a part of a frame subjected to buckling and sidesway. It carries an axial load of 800 kN and a moment of 70 kN-m at the top and a moment at the bottom which is 90% of the moment at the top. Properties: Pu800 &N 13000 mm Section Modulus X 1200x10' mm' Area hinged rmin 94 mm My70kN.m K Fy 248 Mpa 200000 Mpa 115 Mpa 148 Mpa Es Fa 3.6m Fb hinged

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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