A W14 x 90 A50 Steel column is used to carry an axial deadload of 550 kN and axial liveload of1520 kN. The column is 8.0m long and is pinned at top and fixed at bottom from both axes.PROPERTIES OF W14 x 133A = 17 097 mm?Ix = 415.815 x10 mmd = 356.10 mmly = 150.676 x10 mmt, = 11.20 mmb = 368.80 mmt; = 18.00 mmA. Determine the critical slenderness ratio.B. Determine the allowable compressive/axial load using ASD-NSCP 2001 provisions.C. Determine the design compressive/axial load using LRFD-NSCP 20115 provisions.

Given:- The steel column used = W14×133 The axial dead load = 550 kN The axial live load = 1520 kN…

A W14 x 90 A50 Steel column is used to carry an axial deadload of 550 kN and axial liveload of 1520 kN. The column is 8.0m long and is pinned at top and fixed at bottom from both axes. PROPERTIES OF W14 x 133 A = 17 097 mm² d = 356.10 mm t = 11.20 mm by = 368.80 mm t₁ = 18.00 mm A. Determine the critical slenderness ratio. B. Determine the allowable compressive/axial load using ASD-NSCP 2001 provisions. C. Determine the design compressive/axial load using LRFD-NSCP 20115 provisions. Ix = 415.815x105 mm² ly = 150.676 x10 mm

A W14 x 90 A50 Steel column is used to carry an axial deadload of 550 kN and axial liveload of 1520 kN. The column is 8.0m long and is pinned at top and fixed at bottom from both axes. PROPERTIES OF W14 x 133 A = 17 097 mm² d = 356.10 mm t = 11.20 mm by = 368.80 mm t₁ = 18.00 mm A. Determine the critical slenderness ratio. B. Determine the allowable compressive/axial load using ASD-NSCP 2001 provisions. C. Determine the design compressive/axial load using LRFD-NSCP 20115 provisions. Ix = 415.815x105 mm² ly = 150.676 x10 mm

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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