A W350x90 Steel Column Is Pin-Connected At Ends. Use A36 Steel And Assumes The Section Has No Slender elements. Properties of W350x90: bf=250mm tf=16.4mm d=350mm Ix=226x10^6 mm^4 Iy=44.54x10^6 mm^4 A=11,550 mm^2 Using NSCP 2010/2015: a. Calculate the buckling stress if the unbraced length is 6m. b. Calculate the nominal compressive strength. c. Calculate the allowable and ultimate design compressive strength of the column.
A W350x90 Steel Column Is Pin-Connected At Ends. Use A36 Steel And Assumes The Section Has No Slender elements. Properties of W350x90: bf=250mm tf=16.4mm d=350mm Ix=226x10^6 mm^4 Iy=44.54x10^6 mm^4 A=11,550 mm^2 Using NSCP 2010/2015: a. Calculate the buckling stress if the unbraced length is 6m. b. Calculate the nominal compressive strength. c. Calculate the allowable and ultimate design compressive strength of the column.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W350x90 Steel Column Is Pin-Connected At Ends. Use A36 Steel And Assumes The Section Has No Slender elements.
Properties of W350x90:
bf=250mm
tf=16.4mm
d=350mm
Ix=226x10^6 mm^4
Iy=44.54x10^6 mm^4
A=11,550 mm^2
Using NSCP 2010/2015:
a. Calculate the buckling stress if the unbraced length is 6m.
b. Calculate the nominal compressive strength.
c. Calculate the allowable and ultimate design compressive strength of the column.
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