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An eccentric load P = 200 kN is placed at an eccentricity of 180mm from the x-axis and 300mm from the y-axis of a W 10 x 60 A50 steel column. It is pin connected at both ends with unsupported height of 5.0m. PROPERTIES OF W 14 x 132 A= 11 419 mm? S, = 1 100 x10' mm d = 260.35 mm S, = 378.5 x10° mm tw = 255.91 mm r, = 142.1 mm b; = 17.35 mm r, = 65.28 mm t = 10.54 mm Using ASD NSCP 2001 Provisions, A. Determine the allowable compressive stress if axial load alone only existed. B. Determine the allowable bending stress if bending moment due to eccentric load alone only existed. C. Determine the interaction value using the interaction criterion formula.

An eccentric load P = 200 kN is placed at an eccentricity of 180mm from the x-axis and 300mm from the y-axis of a W 10 x 60 A50 steel column. It is pin connected at both ends with unsupported height of 5.0m. PROPERTIES OF W 14 x 132 A= 11 419 mm? S, = 1 100 x10' mm d = 260.35 mm S, = 378.5 x10° mm tw = 255.91 mm r, = 142.1 mm b; = 17.35 mm r, = 65.28 mm t = 10.54 mm Using ASD NSCP 2001 Provisions, A. Determine the allowable compressive stress if axial load alone only existed. B. Determine the allowable bending stress if bending moment due to eccentric load alone only existed. C. Determine the interaction value using the interaction criterion formula.

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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An eccentric load P = 200 kN is placed at an eccentricity of 180mm from the x-axis and 300mm from the y-axis of a W 10 x 60 A50 steel column. It is pin connected at both ends with unsupported height of 5.0m. PROPERTIES OF W 14 x 132 A = 11 419 mm? S, = 1 100 x10' mm d = 260.35 mm S, = 378.5 x10° mm tw = 255.91 mm r, = 142.1 mm b; = 17.35 mm r, = 65.28 mm t; = 10.54 mm Using ASD NSCP 2001 Provisions, A. Determine the allowable compressive stress if axial load alone only existed. B. Determine the allowable bending stress if bending moment due to eccentric load alone only existed. C. Determine the interaction value using the interaction criterion formula.
Transcribed Image Text:An eccentric load P = 200 kN is placed at an eccentricity of 180mm from the x-axis and 300mm from the y-axis of a W 10 x 60 A50 steel column. It is pin connected at both ends with unsupported height of 5.0m. PROPERTIES OF W 14 x 132 A = 11 419 mm? S, = 1 100 x10' mm d = 260.35 mm S, = 378.5 x10° mm tw = 255.91 mm r, = 142.1 mm b; = 17.35 mm r, = 65.28 mm t; = 10.54 mm Using ASD NSCP 2001 Provisions, A. Determine the allowable compressive stress if axial load alone only existed. B. Determine the allowable bending stress if bending moment due to eccentric load alone only existed. C. Determine the interaction value using the interaction criterion formula.
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