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.

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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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