HWs. 1. The grains of wood in the board make an angle of 20° with the horizontal as shown. Using Mohr's circle, determine the normal and shear stresses that act perpendicular and parallel to the grains if the board is subjected to an axial load of 250 N. -300 mm 160 mm 250N 250 N- 25 mm
HWs. 1. The grains of wood in the board make an angle of 20° with the horizontal as shown. Using Mohr's circle, determine the normal and shear stresses that act perpendicular and parallel to the grains if the board is subjected to an axial load of 250 N. -300 mm 160 mm 250N 250 N- 25 mm
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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
Transcribed Image Text:HWs.
1. The grains of wood in the board make an angle of 20° with the horizontal as shown.
Using Mohr's circle, determine the normal and shear stresses that act perpendicular and
parallel to the grains if the board is subjected to an axial load of 250 N.
-300 mm
60 mm
250 N
250 N+
20
25 mm
2. The post has a square cross-sectional area. If it is fixed supported at its base and a
horizontal force is applied at its end as shown, determine (a) the maximum in-plane shear
stress developed at A and (b) the principal stresses at A.
18 in.
3. Determine the principal stress, the maximum in-plane shear stress, and average normal
stress. Specify the orientation of the clement in cach case.
20 MPa
8O MPa
30 MP.
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