Sketch Mohr circle for the shown element. Use Mohr Circle to determine the normal stresses On and Ot and the shear stress Tat at this point if they act on the rotated stress element shown. Verify your results (On, Ot, Tat) using stress transformation eqns. 1,100 psi Tnt 1,750 psi 20° 2,900 psi Illustrate the following on Mohr circle: center of Mohr Circle, reference point A, principle stresses, max in-plane shear stress, orientation of principal stresses 6p1 and Op2, orientation of max in-plane shear stress,Os )
Sketch Mohr circle for the shown element. Use Mohr Circle to determine the normal stresses On and Ot and the shear stress Tat at this point if they act on the rotated stress element shown. Verify your results (On, Ot, Tat) using stress transformation eqns. 1,100 psi Tnt 1,750 psi 20° 2,900 psi Illustrate the following on Mohr circle: center of Mohr Circle, reference point A, principle stresses, max in-plane shear stress, orientation of principal stresses 6p1 and Op2, orientation of max in-plane shear stress,Os )
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Sketch Mohr circle for the shown element. Use Mohr Circle to determine the normal stresses On and
Ot and the shear stress Tat at this point if they act on the rotated stress element shown. Verify your
results (On, Ot, Tat) using stress transformation eqns.
1,100 psi
Tnt
1,750 psi
On
20°
2,900 psi
Illustrate the following on Mohr circle: center of Mohr Circle, reference point A, principle stresses,
max in-plane shear stress, orientation of principal stresses Op1 and Op2, orientation of max in-plane
shear stress,Os )
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