Problem:1. Two A36 steel channels are welded at the tip of their flanges to form a boxcolumn.Properties of ONE channel section:A=5690 mm2tw=17 mmd=254 mmx=16.5 mmbr=77 mmk=42.87x10® mm*tr=11 mmly=1.64x106 mmªThe column is 10 meters long, being fixedat one end and hinged at the other end.a. Determine the maximum slenderness ratio.

Answer Slenderness ratio is given by the ratio of effective length(KL) to radius of gyration(r). We…

Problem: 1. Two A36 steel channels are welded at the tip of their flanges to form a box column. Properties of ONE channel section: A=5690 mm2 tw=17 mm d=254 mm x=16.5 mm k=42.87x106 mm ly=1.64x10® mm* br=77 mm tr=11 mm The column is 10 meters long, being fixed at one end and hinged at the other end. a. Determine the maximum slenderness ratio.

Problem: 1. Two A36 steel channels are welded at the tip of their flanges to form a box column. Properties of ONE channel section: A=5690 mm2 tw=17 mm d=254 mm x=16.5 mm k=42.87x106 mm ly=1.64x10® mm* br=77 mm tr=11 mm The column is 10 meters long, being fixed at one end and hinged at the other end. a. Determine the maximum slenderness ratio.

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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