Answered: W18 x 55 W14 x 90 13 ft Moment W18 × 50…

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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Question

Use the Effective Length Method, assume elastic behavior, and use both the LRFD and ASD methods. The columns are assumed to have no bending moments.

The frame shown in the accompanying figure is unbraced against sidesway about the x-x axis. Determine Kx for column AB. Support conditions in the direction perpendicular to the frame are such that Ky =1.0. Determine if the W14 x 109 column for member AB is capable of resisting a dead load of 250 k and a live load of 500 k.A992 steel is used.

W18 x 55
W14 x 90
13 ft
Moment
W18 × 50
connection,
Тур.
B
W14 x 109
15 ft
A
25 ft

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