3.3. Determine the maximum service live load that the column can support if the live load is twice the dead load.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Consider the cross section shown. All structural steel is A36. Use LRFD and ASD
method and NSCP(AISC) specifications. For A36steel; Fy = 248 MPa; Fu = 400 MPa
DETERMINE THE FOLLOWING:
1. Determine the governing effective length and the governing slenderness ratio.
2. Determine the design capacity of the column.
3.3. Determine the maximum service live load that the column can support if the live load is twice the dead load.

-2-C8x18.75
C8x 18.75
A = 3,555 mm?
bỉ = 64.2 mm
tf = 9.9 mm
tw = 12.4 mm
d= 203.2 mm
= 14.35 mm
Ix = 18.31 x10 mm
ly = 0.82 x10
MINOR AXIS
MA JOR AXIS
CONDITIONS OF LATERAL BRACINGS
AND END SUPPORTS
0006
000S
0007
Transcribed Image Text:-2-C8x18.75 C8x 18.75 A = 3,555 mm? bỉ = 64.2 mm tf = 9.9 mm tw = 12.4 mm d= 203.2 mm = 14.35 mm Ix = 18.31 x10 mm ly = 0.82 x10 MINOR AXIS MA JOR AXIS CONDITIONS OF LATERAL BRACINGS AND END SUPPORTS 0006 000S 0007
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