rtical planes at the point are Sx= 22 ksi, S, = 6 ksi, and Sy 13 ksi %3D Draw Mohr's circle for this state of stress. Determine the principal stresses (o, > 0,2) and the maximum in-plane shear stressT acting at the po Find the smallest rotation angle 0, (counterclockwise is positive,alockwise is negative) that will rotate to ow these stresses in an appropriate sketch (e.g., see Figure 12.15or Figure 12 16)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider a point in a structural member that is subjected to plane stress. Normal and shear stress magnitudes acting on horizontal and
vertical planes at the point are Sy= 22 ksi, S-6 ksi, and Sy-13 ksi
(a) Draw Mohr's circle for this state of stress.
(b) Determine the principal stresses (o, > 6,2) and the maximum in-plane shear stress acting at the point.
(c) Find the smallest rotation angle 0, (counterclockwise is positive, clockwise is negative) that will rotate to principal directions. Then
show these stresses in an appropriate sketch (e.g. see Figure 12.15 or Figure 12 16)
Answers:
ksi.
Opl =
ksi.
Op2 =
ksi.
Tmax
0, =
Transcribed Image Text:Consider a point in a structural member that is subjected to plane stress. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sy= 22 ksi, S-6 ksi, and Sy-13 ksi (a) Draw Mohr's circle for this state of stress. (b) Determine the principal stresses (o, > 6,2) and the maximum in-plane shear stress acting at the point. (c) Find the smallest rotation angle 0, (counterclockwise is positive, clockwise is negative) that will rotate to principal directions. Then show these stresses in an appropriate sketch (e.g. see Figure 12.15 or Figure 12 16) Answers: ksi. Opl = ksi. Op2 = ksi. Tmax 0, =
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