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P12.037 The stresses shown act at a point on the free surface of a stressed body....
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....
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
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 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
Question 2 The stresses shown act at a point in a stressed body. Assume stress magnitudes...
Question 2 The stresses shown act at a point in a stressed body. Assume stress magnitudes of Sx-83 MPa, Sy-54 MPa, Sxy-33 MPa, and β = 67°. Using the equilibrium equation approach, determine the normal and shear stresses σ (positive if tensile, negative if compressive) and τ (magnitude only) at this point on the inclined plane shown. Answers: MPa.
P12.026 The stresses shown act at a point on the free surface of a machine component....
P12.026
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
Sx = 17.9 ksi, Sy = 2.3
ksi, and Sxy = 7.4 ksi. Assume β=30∘. Determine
the normal stresses σx and σy and the shear stress τxyat the
point.
I tired those number and gave me wrong answers
x = 16.21 and 20.40
y = -10.81 and -0.2
xy...
The stresses shown act at a point in a stressed body. Assume stress magnitudes of Sx...
The stresses shown act at a point in a stressed body. Assume
stress magnitudes of Sx = 5.7 ksi,
Sy = 10.6 ksi, Sxy = 11
ksi, and β=58∘. Using the equilibrium equation approach, determine
the normal and shear stresses σ (positive if tensile, negative if
compressive) and τ (magnitude only) at this point on the inclined
plane shown.
S, ty Answers: 12.6 ksi,t- ksi.
1,100 psi Problem 1 The stresses shown in Figure (a) act at a point on the...
1,100 psi Problem 1 The stresses shown in Figure (a) act at a point on the free surface of a stressed body. Determine the normal stresses on and o, and the shear stress that this point if they act on the rotated stress element shown in Figure (b). 1,750 psi 2,900 psi (b)
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....
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
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 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
Question 2 The stresses shown act at a point in a stressed body. Assume stress magnitudes of Sx-83 MPa, Sy-54 MPa, Sxy-33 MPa, and β = 67°. Using the equilibrium equation approach, determine the normal and shear stresses σ (positive if tensile, negative if compressive) and τ (magnitude only) at this point on the inclined plane shown. Answers: MPa.
P12.026
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
Sx = 17.9 ksi, Sy = 2.3
ksi, and Sxy = 7.4 ksi. Assume β=30∘. Determine
the normal stresses σx and σy and the shear stress τxyat the
point.
I tired those number and gave me wrong answers
x = 16.21 and 20.40
y = -10.81 and -0.2
xy...
The stresses shown act at a point in a stressed body. Assume
stress magnitudes of Sx = 5.7 ksi,
Sy = 10.6 ksi, Sxy = 11
ksi, and β=58∘. Using the equilibrium equation approach, determine
the normal and shear stresses σ (positive if tensile, negative if
compressive) and τ (magnitude only) at this point on the inclined
plane shown.
S, ty Answers: 12.6 ksi,t- ksi.
1,100 psi Problem 1 The stresses shown in Figure (a) act at a point on the free surface of a stressed body. Determine the normal stresses on and o, and the shear stress that this point if they act on the rotated stress element shown in Figure (b). 1,750 psi 2,900 psi (b)
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