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1,100 psi Problem 1 The stresses shown in Figure (a) act at a point on the...
The stresses shown on the left act at a point on the free surface of a...
The stresses shown on the left act at a point on the free surface of a stressed body. Assume stress magnitudes of Sx = 2,850 psi, Sy 1,300 psi, Sxy = 1,600 psi, and B = 27°. Determine the normal stresses On and Ok, and the shear stress Tnt at this point if they act on the rotated stress element shown on the right. 0 tnt Soy Answers: on = 1 psi 0 = psi Tnt = psi
P12.024 The stresses shown on the left act at a point on the free surface of...
P12.024 The stresses shown on the left act at a point on the free surface of a stressed body. Assume stress magnitudes of Sy = 2,650 psi, Sy = 1,500 psi, Sxy = 1,850 psi, and ß = 27°. Determine the normal stresses on and ok, and the shear stress Tnt at this point if they act on the rotated stress element shown on the right. 0 Sxy 0 n Answers: On = psi t = psi Tnt = psi
P12.037 The stresses shown act at a point on the free surface of a stressed body....
P12.037 The stresses shown act at a point on the free surface of a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sy = 98.00 MPa 20 MPa, and Sxv = 72 MPa. Assume B = 57. Determine the normal stresses on and ot and the shear stress Int at this point if they act on the rotated stress element shown. 5 Su 15 Answers: On= MPa o MPа Int =...
Problem 2 (8pts) Sketch Mohr circle for the shown element. Use Mohr Circle to determine the...
Problem 2 (8pts) Sketch Mohr circle for the shown element. Use Mohr Circle to determine the normal stresses on and Ot and the shear stress Tnt at this point if they act on the rotated stress element shown. Verify your results (on, i, Tnt) using stress transformation eqns. 1,100 psi 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 Opi and...
Problem 2 The normal and shear stresses act on normal and shear stresses at this point...
Problem 2 The normal and shear stresses act on normal and shear stresses at this point on the in equilibrium equations (free body wedge diagram) a stressed body as shown in the figure. Determine the clined plane 5 horizontal to 2 vertical using the (25 pts.) 86 MPa S8 MPa 45 MPa
The stresses shown in the figure act at a point in a stressed body. If o...
The stresses shown in the figure act at a point in a stressed body. If o - 136 MPa in the direction shown, determine the magnitude of the shear stress at this point on the inclined plane shown, 320 MPa 50 O 315 MPa 267 MPa O 168 MPa O 225 MPa 0 241 MPa - Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at...
The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes...
The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sy = 16 MPa, Sv = 29 MPa, and Syy = 32 MPa 1. Using the equilibrium equation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and T = 8.13°, a = 7, and b Assume B tan (magnitude only) at this point on the inclined plane shown....
4. (15%) The stresses shown in Fig. 4 act at a point on the free surface...
4. (15%) The stresses shown in Fig. 4 act at a point on the free surface of a machine component. Determine the normal stresses o, and o, and the shear stress T, at the point. 27 MPa 50 MPa 35 MPa Fig. 4
The stresses shown act at a point on the free surface of a machine component. Normal...
The stresses shown act at a point on the free surface of a machine component. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sy = 12.4 ksi, Sy = 1.9 ksi, and Sxy = 3.4 ksi. Assume B = 32°. Determine the normal stresses Ox and Oy and the shear stress Try at the point. S σα B Answers: *1 ksi. Ox = Oy ksi. Try ksi.
Question1 The stresses shown act at a point in a stressed body. Assume stress magnitudes of...
Question1 The stresses shown act at a point in a stressed body. Assume stress magnitudes of Sx 66 MPa, Sy 45 MPa, Sxy 32 MPa, and/-52. Using the equilibrium equation approach, determine the normal and shear stresses ? (positive if tensile, negative if compressive) and t (magnitude only) at this point on the inclined plane shown. S, Answers: MPa. Answer * 1: the tolerance is +/-590
The stresses shown on the left act at a point on the free surface of a stressed body. Assume stress magnitudes of Sx = 2,850 psi, Sy 1,300 psi, Sxy = 1,600 psi, and B = 27°. Determine the normal stresses On and Ok, and the shear stress Tnt at this point if they act on the rotated stress element shown on the right. 0 tnt Soy Answers: on = 1 psi 0 = psi Tnt = psi
P12.024 The stresses shown on the left act at a point on the free surface of a stressed body. Assume stress magnitudes of Sy = 2,650 psi, Sy = 1,500 psi, Sxy = 1,850 psi, and ß = 27°. Determine the normal stresses on and ok, and the shear stress Tnt at this point if they act on the rotated stress element shown on the right. 0 Sxy 0 n Answers: On = psi t = psi Tnt = psi
P12.037 The stresses shown act at a point on the free surface of a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sy = 98.00 MPa 20 MPa, and Sxv = 72 MPa. Assume B = 57. Determine the normal stresses on and ot and the shear stress Int at this point if they act on the rotated stress element shown. 5 Su 15 Answers: On= MPa o MPа Int =...
Problem 2 (8pts) Sketch Mohr circle for the shown element. Use Mohr Circle to determine the normal stresses on and Ot and the shear stress Tnt at this point if they act on the rotated stress element shown. Verify your results (on, i, Tnt) using stress transformation eqns. 1,100 psi 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 Opi and...
Problem 2 The normal and shear stresses act on normal and shear stresses at this point on the in equilibrium equations (free body wedge diagram) a stressed body as shown in the figure. Determine the clined plane 5 horizontal to 2 vertical using the (25 pts.) 86 MPa S8 MPa 45 MPa
The stresses shown in the figure act at a point in a stressed body. If o - 136 MPa in the direction shown, determine the magnitude of the shear stress at this point on the inclined plane shown, 320 MPa 50 O 315 MPa 267 MPa O 168 MPa O 225 MPa 0 241 MPa - Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at...
The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sy = 16 MPa, Sv = 29 MPa, and Syy = 32 MPa 1. Using the equilibrium equation approach, determine the normal and shear stresses o (positive if tensile, negative if compressive) and T = 8.13°, a = 7, and b Assume B tan (magnitude only) at this point on the inclined plane shown....
4. (15%) The stresses shown in Fig. 4 act at a point on the free surface of a machine component. Determine the normal stresses o, and o, and the shear stress T, at the point. 27 MPa 50 MPa 35 MPa Fig. 4
The stresses shown act at a point on the free surface of a machine component. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sy = 12.4 ksi, Sy = 1.9 ksi, and Sxy = 3.4 ksi. Assume B = 32°. Determine the normal stresses Ox and Oy and the shear stress Try at the point. S σα B Answers: *1 ksi. Ox = Oy ksi. Try ksi.
Question1 The stresses shown act at a point in a stressed body. Assume stress magnitudes of Sx 66 MPa, Sy 45 MPa, Sxy 32 MPa, and/-52. Using the equilibrium equation approach, determine the normal and shear stresses ? (positive if tensile, negative if compressive) and t (magnitude only) at this point on the inclined plane shown. S, Answers: MPa. Answer * 1: the tolerance is +/-590
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