Steel Design 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. Properties of one channel A = 5595 mm2 d = 305 mm x = 17mm Ix = 67.3 x 106 mm4 Iy = 2.12 x 106 mm4 rx = 19.3 mm Assume K = 1.0 Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.
Steel Design 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. Properties of one channel A = 5595 mm2 d = 305 mm x = 17mm Ix = 67.3 x 106 mm4 Iy = 2.12 x 106 mm4 rx = 19.3 mm Assume K = 1.0 Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Steel Design
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.
Properties of one channel
A = 5595 mm2
d = 305 mm
x = 17mm
Ix = 67.3 x 106 mm4
Iy = 2.12 x 106 mm4
rx = 19.3 mm
Assume K = 1.0
Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.
Transcribed Image Text:y,
260 mm
- Lacing
305 mm
X = 17
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