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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
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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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: 13000 mm? Pa800 AN Area Section Modulus X 1200x10 mm hinged rmin 94 mm My=70RN.m K 1 Fy 248 Mpa 200000 Mpa Es Fa 115 Mpa 148 Мра 3.бm Fb M-63RN.m hinged 1. Compute the axial compressive stress if axial load only existed 2. Compute the bending stress if bending moment alone existed. 3. Compute the interaction value of both axial and bending stresses
Transcribed Image Text: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: 13000 mm? Pa800 AN Area Section Modulus X 1200x10 mm hinged rmin 94 mm My=70RN.m K 1 Fy 248 Mpa 200000 Mpa Es Fa 115 Mpa 148 Мра 3.бm Fb M-63RN.m hinged 1. Compute the axial compressive stress if axial load only existed 2. Compute the bending stress if bending moment alone existed. 3. Compute the interaction value of both axial and bending stresses
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