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Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 260 mm 305 mm Fy=248 MPa Properties of one channel A=5690 mm² Ix = 67.3 x 105 mm* Assume K= 1.0 x=17- x 17mm d = 305 mm ly 2.12 x 10 mm CIVIL ENGINEERING STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.

Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 260 mm 305 mm Fy=248 MPa Properties of one channel A=5690 mm² Ix = 67.3 x 105 mm* Assume K= 1.0 x=17- x 17mm d = 305 mm ly 2.12 x 10 mm CIVIL ENGINEERING STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.

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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Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 305 mm Fy=248 mpa Properties of one channel A = 5690 mm² Ix = 67.3 x 10 mm* Assume K = 1.0 -260 mm- Lucre x= 17- d = 305 mm ly 2.12 x 10 mm x 17mm CIVIL ENGINEERING - STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.
Transcribed Image Text:Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 305 mm Fy=248 mpa Properties of one channel A = 5690 mm² Ix = 67.3 x 10 mm* Assume K = 1.0 -260 mm- Lucre x= 17- d = 305 mm ly 2.12 x 10 mm x 17mm CIVIL ENGINEERING - STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.
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