Determine the column effective length using the alignment chart for the columns (A, B, C, D, E) in the braced frame in the Fig. (3). All the columns have section W10x88, and the beams have section W16x77. For W10x88, Ix = 534 in and ly = 179 in. For W16x77, lx = 1110 in and ly = 138 in².

Determine the column effective length using the alignment chart for the columns (A, B, C, D, E) in the braced frame in the Fig. (3). All the columns have section W10x88, and the beams have section W16x77. For W10x88, Ix = 534 in and ly = 179 in. For W16x77, lx = 1110 in and ly = 138 in².

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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Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

Determine the column effective length using the alignment chart for the
columns (A, B, C, D, E) in the braced frame in the Fig. (3). All the columns have
section W10x88, and the beams have section W16x77. For W10x88, lx = 534
in and ly = 179 in. For W16x77, lx = 1110 in and ly = 138 in².
E
A
77777
D
B.
4@24 ft
77777
C
7 @ 14 ft

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