The 350×90 section is used as column 10m long. The column is fixed at one end and hinge at the other end. Brace at mid-height about the weak axis (y-axis). W350×90 GIVEN: bf 250mm,d=350mm, Ix=266×10^6mm^4, Iy=44.54×10^6mm^4. Determine the critical effective slenderness ratio of the column. And determine the Pn. Using NSCP 2015.
The 350×90 section is used as column 10m long. The column is fixed at one end and hinge at the other end. Brace at mid-height about the weak axis (y-axis). W350×90 GIVEN: bf 250mm,d=350mm, Ix=266×10^6mm^4, Iy=44.54×10^6mm^4. Determine the critical effective slenderness ratio of the column. And determine the Pn. Using NSCP 2015.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The 350×90 section is used as column 10m long. The column is fixed at one end and hinge at the other end. Brace at mid-height about the weak axis (y-axis). W350×90
GIVEN: bf 250mm,d=350mm, Ix=266×10^6mm^4, Iy=44.54×10^6mm^4.
Determine the critical effective slenderness ratio of the column. And determine the Pn. Using NSCP 2015.
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