Q. No. 1: A rectangular beam with cross-sectional dimensions b- 40 mm and h- 55 mm is subjected to a resultant bending moment M oriented at an angle 0= 45°, where 0 is the angle indicated in the Figure Q. No. 1 & 2. Analyze using the concepts of neutral axis and unsymmetric bending of a symmetric section to: (a) Locate the neutral axis for the given cross section and the given orientation of moment. (b) Determine the maximum moment that can be applied if the allowable flexural stress (tension or compression) is Ga 120MP.. Figure Q. No. 1 & 2

Q. No. 1: A rectangular beam with cross-sectional dimensions b- 40 mm and h- 55 mm is subjected to a resultant bending moment M oriented at an angle 0= 45°, where 0 is the angle indicated in the Figure Q. No. 1 & 2. Analyze using the concepts of neutral axis and unsymmetric bending of a symmetric section to: (a) Locate the neutral axis for the given cross section and the given orientation of moment. (b) Determine the maximum moment that can be applied if the allowable flexural stress (tension or compression) is Ga 120MP.. Figure Q. No. 1 & 2

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

Q. No. 1: A rectangular beam with cross-sectional dimensions b- 40 mm and h= 55 mm is subjected
to a resultant bending moment M oriented at an angle 0 = 45°, where 0 is the angle indicated in the
Figure Q. No. 1 & 2. Analyze using the concepts of neutral axis and unsymmetric bending of a
symmetric section to:
(a) Locate the neutral axis for the given cross section and the given orientation of moment.
(b) Determine the maximum moment that can be applied if the allowable flexural stress (tension or
compression) is Oalow= 120MP..
C
Figure Q. No. 1 & 2

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