A 1 in. M 4 in. 1 in. 3 in. 1 in. .3 in. 3 in! 1 in. - Change the thickness of each board from 1 in. to 0.75 in The magnitude of the applied moment M is 2.19 kip:ft Determine the resultant force of the bending stress distribution acting on the top board A.

A 1 in. M 4 in. 1 in. 3 in. 1 in. .3 in. 3 in! 1 in. - Change the thickness of each board from 1 in. to 0.75 in The magnitude of the applied moment M is 2.19 kip:ft Determine the resultant force of the bending stress distribution acting on the top board A.

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

3 in!
-
1 in.
-1 in.
M
3 in.
4 in.
11 in.
3 in.
1 in.
Change the thickness of each board from 1 in. to 0.75 in
The magnitude of the applied moment M is 2.19 kip:ft
Determine the resultant force of the bending stress distribution acting on the top
board A.

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