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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text: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
br=77 mm
k=42.87x10® mm*
tr=11 mm
ly=1.64x106 mmª
The column is 10 meters long, being fixed
at one end and hinged at the other end.
a. Determine the maximum slenderness ratio.
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