1. The state of plane stress at a point is shown on an elelement Fig (a) Fig (a) 4 30ksi 20ksi X o'15ksi (a) Using Mohr's Circle i. Represent this state of stress o, and o, ii. Draw an element showing the maximum shear stress (show the angle with respect to the x- axis) iii. If a crack is going through the element as shown, Fig b, at 60° clockwise.

Structural Analysis
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Chapter2: Loads On Structures
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(principles of structural design: wood, steel, and concrete, second edition 2nd edition)

1. The state of plane stress at a point is shown on an elelement Fig (a)
Fig (a)
4 30ksi
20ksi X
D'15ksi
(a)
Using Mohr's Circle
i. Represent this state of stress o, and o2
ii. Draw an element showing the maximum shear stress (show the angle with respect to the x-
axis)
iii. If a crack is going through the element as shown, Fig b, at 60° clockwise.
Transcribed Image Text:1. The state of plane stress at a point is shown on an elelement Fig (a) Fig (a) 4 30ksi 20ksi X D'15ksi (a) Using Mohr's Circle i. Represent this state of stress o, and o2 ii. Draw an element showing the maximum shear stress (show the angle with respect to the x- axis) iii. If a crack is going through the element as shown, Fig b, at 60° clockwise.
Fig b
Use the general equations of stress transformation in the notes to calculate the normal and
sheer stresses (Normal and Parallel to the crack)
Crack
Transcribed Image Text:Fig b Use the general equations of stress transformation in the notes to calculate the normal and sheer stresses (Normal and Parallel to the crack) Crack
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