2. Two channels are welded at the top and bottom flange to form a box column and a compact section Properties of each channel A = 5350 mm² d = 250 mm b, = 100 mm t₁ = 15 mm t₂ = 10 mm I, = 52 x 10 mm 1,= 5 x 10 mm = 29 mm F₁==345 MPa If the length of the columns 4 m and K = 1.0 both axes A. Determine the critical slenderness ratio of the built up column B. Calculate the allowable and ultimate axial load of the column

2. Two channels are welded at the top and bottom flange to form a box column and a compact section Properties of each channel A = 5350 mm² d = 250 mm b, = 100 mm t₁ = 15 mm t₂ = 10 mm I, = 52 x 10 mm 1,= 5 x 10 mm = 29 mm F₁==345 MPa If the length of the columns 4 m and K = 1.0 both axes A. Determine the critical slenderness ratio of the built up column B. Calculate the allowable and ultimate axial load of the column

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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