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982. The strain components at a given point are e = -533 x 10-", e, = 67 x 10", and 0.30, find the stress components -626 X 10-6. If E = 30 x 10 psi and v = %3D Yay %3D on the face whose normal is at 45° from the x axis.

982. The strain components at a given point are e = -533 x 10-", e, = 67 x 10", and 0.30, find the stress components -626 X 10-6. If E = 30 x 10 psi and v = %3D Yay %3D on the face whose normal is at 45° from the x axis.

Structural Analysis
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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982. The strain components at a given point are e = -533 x 10-, e, = 67 x 10, and Yy =-626 X 10-. If E = 30 x 10 psi and v = on the face whose normal is at 45° from the x axis. 0.30, find the stress components Ans. o = -2800 psi: 7 = - -6930 psi
Transcribed Image Text:982. The strain components at a given point are e = -533 x 10-, e, = 67 x 10, and Yy =-626 X 10-. If E = 30 x 10 psi and v = on the face whose normal is at 45° from the x axis. 0.30, find the stress components Ans. o = -2800 psi: 7 = - -6930 psi
981. A state of strain is defined by ex x 10-6. If E = 30 X 106 psi and v = maximum shearing stress. 600 X 10-6, 6y = -300 x 10-6, and Yy= -400 0.30, determine the principal stresses and the %3D %3D 178 ksi. -4 94 ksi: T = 11.4 ksi
Transcribed Image Text:981. A state of strain is defined by ex x 10-6. If E = 30 X 106 psi and v = maximum shearing stress. 600 X 10-6, 6y = -300 x 10-6, and Yy= -400 0.30, determine the principal stresses and the %3D %3D 178 ksi. -4 94 ksi: T = 11.4 ksi
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