SITUATION 1Built-up column 10m long consists of W350X90 with two plates welded to form a box section with respect to x axis.The column is fixed at the bottom and pin-connected at the top, y-axis is braced at mid height.A = 11,540mm²y = 2.66 × 10ºmm*ly = 0.44 × 10°mm*b, = 250mmtw = 10mmty = 16mmF, = 248 MPaa. Compute the effective slenderness ratio with respect to x-axisb. Compute the effective slenderness ratio with respect to y-axisc. Compute the Factor of Safetyd. Compute the allowable stre sse. Compute the load capacity of the column

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SITUATION 1 Built-up column 10m long consists of W350X90 with two plates welded to form a box section with respect to x axis. The column is fixed at the bottom and pin-connected at the top, y-axis is braced at mid height. A = 11,540mm² L = 2.66 x 10°mm* ly = 0.44 × 10°mm* by = 250mm ty = 10mm ty = 16mm F, = 248 MPa %3D a. Compute the effective slenderness ratio with respect to x-axis b. Compute the effective slenderness ratio with respect to y-axis c. Compute the Factor of Safety d. Compute the allowable stress e. Compute the load capacity of the column

SITUATION 1 Built-up column 10m long consists of W350X90 with two plates welded to form a box section with respect to x axis. The column is fixed at the bottom and pin-connected at the top, y-axis is braced at mid height. A = 11,540mm² L = 2.66 x 10°mm* ly = 0.44 × 10°mm* by = 250mm ty = 10mm ty = 16mm F, = 248 MPa %3D a. Compute the effective slenderness ratio with respect to x-axis b. Compute the effective slenderness ratio with respect to y-axis c. Compute the Factor of Safety d. Compute the allowable stress e. Compute the load capacity of the column

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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