Answered: A B |200 kN 45 kNm 10 kNm B 30 kNm 5…

Engineering

Civil Engineering

A B |200 kN 45 kNm 10 kNm B 30 kNm 5 kNm 200 kN Axial Loads Moments about x-axis Moments about y-axis

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

Can you please answer properly with each steps and clearly visible?
Thank you so much in advance.

Determine the design action effects for an isolated unbraced beam-column member
(500WC340, Grade 300) in Fig. 1, which is subject to the design actions from a firstorder analysis as shown. The effective buckling lengths are 10.0 m for the major axis (xaxis) and 5.0 m for the minor axis (y-axis).

A
B
|200 kN
45 kNm
10 kNm
B
30 kNm
5 kNm
200 kN
Axial Loads
Moments about x-axis
Moments about y-axis

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