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A built-up section consists of S150x26 and two channels C380x74 having an effective length of 6m. The section is pin connected at both ends. Use A572 Grade 50 Steel (Fy = 345.58MPA) and NSCP2010 Specifications. a. Compute the slenderness ratio of the column section. b. Compute the allowable compressive axial stress. c. Compute the capacity of the column section.

A built-up section consists of S150x26 and two channels C380x74 having an effective length of 6m. The section is pin connected at both ends. Use A572 Grade 50 Steel (Fy = 345.58MPA) and NSCP2010 Specifications. a. Compute the slenderness ratio of the column section. b. Compute the allowable compressive axial stress. c. Compute the capacity of the column section.

Structural Analysis
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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A built-up section consists of S150x26 and two channels C380x74 having an effective length of 6m. The section is pin connected at both ends. Use A572 Grade 50 Steel (Fy = 345.58MPA) and NSCP2010 Specifications. a. Compute the slenderness ratio of the column section. b. Compute the allowable compressive axial stress. c. Compute the capacity of the column section. Properties of One C380x74 A = 9,480mm2 Ix = 168 x 106 mm4 ly = 4.6 x 106 mmª x = 20.3mm d = 381mm 20.3 -73.9 20.3 -73.9- rx = 133mm Ty = 22mm tw = 18.2mm (s isox26 Properties of One S150x26 A = 3,250mm2 Ix = 10.8 x 106 mm4 ly = 0.952 x 106 mm4 d = 152mm rx = 57.7mm ry = 17.1mm C 380x74 -152- 18.2 18.2
Transcribed Image Text:A built-up section consists of S150x26 and two channels C380x74 having an effective length of 6m. The section is pin connected at both ends. Use A572 Grade 50 Steel (Fy = 345.58MPA) and NSCP2010 Specifications. a. Compute the slenderness ratio of the column section. b. Compute the allowable compressive axial stress. c. Compute the capacity of the column section. Properties of One C380x74 A = 9,480mm2 Ix = 168 x 106 mm4 ly = 4.6 x 106 mmª x = 20.3mm d = 381mm 20.3 -73.9 20.3 -73.9- rx = 133mm Ty = 22mm tw = 18.2mm (s isox26 Properties of One S150x26 A = 3,250mm2 Ix = 10.8 x 106 mm4 ly = 0.952 x 106 mm4 d = 152mm rx = 57.7mm ry = 17.1mm C 380x74 -152- 18.2 18.2
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