The W350x90 section is used as a column as a column 10 m long. The column is fixed at one end and hinged at the other end. Braced at mid-height about the weak axis(y-axis). Properties of W350x90 are: bf=250mm Ix=266x10^6mm^4 d=350mm Iy=44.54x10^6mm^4 a)Determinethe critical effective slenderness ratio of the column. b)Determine the axial load capacity of the column using NSCP.
The W350x90 section is used as a column as a column 10 m long. The column is fixed at one end and hinged at the other end. Braced at mid-height about the weak axis(y-axis). Properties of W350x90 are: bf=250mm Ix=266x10^6mm^4 d=350mm Iy=44.54x10^6mm^4 a)Determinethe critical effective slenderness ratio of the column. b)Determine the axial load capacity of the column using NSCP.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The W350x90 section is used as a column as a column 10 m long. The column is fixed at one end and hinged at the other end. Braced at mid-height about the weak axis(y-axis).
Properties of W350x90 are:
bf=250mm
Ix=266x10^6mm^4
d=350mm
Iy=44.54x10^6mm^4
a)Determinethe critical effective slenderness ratio of the column.
b)Determine the axial load capacity of the column using NSCP.
please answer this, thanks ☺️
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