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A pressurized pipe with an outside diameter of 13.1 in. and a wall thickness of 0.375...
A pressurized pipe with an outside diameter of 11.35 in and a wall thickness of 0.375...
A pressurized pipe with an outside diameter of 11.35 in and a wall thickness of 0.375 in. is subjected to an axial force of P - 25700 lb and a torque of T = 10000 lb-ft, as shown. If the internal pressure in the pipe is 290 psi, determine the principal stresses (op 1>op 2 ), the maximum in-plane shear stresst max, and the absolute maximum shear stress tabs max on the outside surface of the pipe. Answers: Op 1...
A pressurized pipe with an outside diameter of 13.7 in, and a wall thickness of 0.3125...
A pressurized pipe with an outside diameter of 13.7 in, and a wall thickness of 0.3125 in. is subjected to an axial force of P = 26700 lb and a torque of T = 10000 lb-ft, as shown. If the internal pressure in the pipe is 200 psi, determine the principal stresses >n2), the maximum in-plane shear stress max, and the absolute maximum shear stress Tabs mar on the outside surface of the pipe Answers: II psi. pl psi p2...
A pipe with an outside diameter of 150 mm and a wall thickness of 5 mm...
A pipe with an outside diameter of 150 mm and a wall thickness of 5 mm is subjected to the loadings shown in the figure below. P PO a For this analysis, use the following values: Distances, Loads, and Moments. a = 450 mm Px = 11.5 kN Py = 25.5 kN T = 15 kN-m (a) Calculate the maximum in-plane shear stress Tmax at point Hon the outer surface of the pipe if there is no internal pressure (i.e.,...
A pipe with an outside diameter of 175 mm and a wall thickness of 6 mm...
A pipe with an outside diameter of 175 mm and a wall thickness of 6 mm is subjected to the loadings shown in the figure below. Р. H For this analysis, use the following values: Distances, Loads, and Moments. a = 400 mm Px = 40.5 kN Py = 68.5 kN T = 35 kN-m (a) Calculate the maximum in-plane shear stress Tmax at point Hon the outer surface of the pipe if there is no internal pressure (i.e.,p-OkPa). (Note:...
1. (15 points) The thin-walled pipe has an inner diameter of 0.5 in. and a thickness...
1. (15 points) The thin-walled pipe has an inner diameter of 0.5 in. and a thickness of 0.025 in. If it is subjected to an internal pressure of 200 psi and the axial tension and torsional loadings as shown, determine the state of stress at point A and sketch these stresses on element A. Extra Credit: What is the maximum in-plane shear stress in this element? 00 lb 100 lb 20 lb.ft 20 lb.ft
A circular tube with an outside diameter of 3.750 in. and a wall thickness of 0.082...
A circular tube with an outside diameter of 3.750 in. and a wall
thickness of 0.082 in. is subjected to loads Px=1400 lb, Pz=970 lb,
and T=8400 lb⋅in. as shown in the figure. Using a=6.25 in.,
determine the normal and shear stresses that exist at (a) point H
and (b) point K.
Enter the normal and shear stresses and point H. Your answers
must be consistent with the sign conventions for stresses.
Enter the normal and shear stresses and point...
A circular tube with an outside diameter of 4.375 in. and a wall thickness of 0.077...
A circular tube with an outside diameter of 4.375 in. and a wall thickness of 0.077 in. is subjected to loads P = 1330 lb, P = 980 lb, and T = 8500 lb - in. as shown in the figure. Using a = 5.75 in ., determine the normal and shear stresses that exist at (a) point H and (b) point K. (a) Enter the normal and shear stresses and point H. Your answers must be consistent with the...
A circular tube with an outside diameter of 3.875 in. and a wall thickness of 0.078 in. is subjected to loads Pr = 1300...
A circular tube with an outside diameter of 3.875 in. and a wall thickness of 0.078 in. is subjected to loads Pr = 1300 lb, P, = 1000 lb, and T = 8350 lb in. as shown in the figure. Using a 5.25 in . determine the normal and shear stresses that exist at (a) point H and (b) point K. (a) Enter the normal and shear stresses and point H. Your answers must be consistent with the sign conventions...
A circular tube with an outside diameter of 4.375 in. and a wall thickness of 0.081 in. is subjected to loads P determi...
A circular tube with an outside diameter of 4.375 in. and a wall thickness of 0.081 in. is subjected to loads P determine the normal and shear stresses that exist at (a) point H and (b) point K. 1320 lb, P 850 lb, and T 8330 lb in. as shown in the figure. Using a 6.50 in K (a) Enter the normal and shear stresses and point H. Your answers must be consistent with the sign conventions for stresses. psi...
A pressurized pipe with an outside diameter of 11.35 in and a wall thickness of 0.375 in. is subjected to an axial force of P - 25700 lb and a torque of T = 10000 lb-ft, as shown. If the internal pressure in the pipe is 290 psi, determine the principal stresses (op 1>op 2 ), the maximum in-plane shear stresst max, and the absolute maximum shear stress tabs max on the outside surface of the pipe. Answers: Op 1...
A pressurized pipe with an outside diameter of 13.7 in, and a wall thickness of 0.3125 in. is subjected to an axial force of P = 26700 lb and a torque of T = 10000 lb-ft, as shown. If the internal pressure in the pipe is 200 psi, determine the principal stresses >n2), the maximum in-plane shear stress max, and the absolute maximum shear stress Tabs mar on the outside surface of the pipe Answers: II psi. pl psi p2...
A pipe with an outside diameter of 150 mm and a wall thickness of 5 mm is subjected to the loadings shown in the figure below. P PO a For this analysis, use the following values: Distances, Loads, and Moments. a = 450 mm Px = 11.5 kN Py = 25.5 kN T = 15 kN-m (a) Calculate the maximum in-plane shear stress Tmax at point Hon the outer surface of the pipe if there is no internal pressure (i.e.,...
A pipe with an outside diameter of 175 mm and a wall thickness of 6 mm is subjected to the loadings shown in the figure below. Р. H For this analysis, use the following values: Distances, Loads, and Moments. a = 400 mm Px = 40.5 kN Py = 68.5 kN T = 35 kN-m (a) Calculate the maximum in-plane shear stress Tmax at point Hon the outer surface of the pipe if there is no internal pressure (i.e.,p-OkPa). (Note:...
1. (15 points) The thin-walled pipe has an inner diameter of 0.5 in. and a thickness of 0.025 in. If it is subjected to an internal pressure of 200 psi and the axial tension and torsional loadings as shown, determine the state of stress at point A and sketch these stresses on element A. Extra Credit: What is the maximum in-plane shear stress in this element? 00 lb 100 lb 20 lb.ft 20 lb.ft
A circular tube with an outside diameter of 3.750 in. and a wall
thickness of 0.082 in. is subjected to loads Px=1400 lb, Pz=970 lb,
and T=8400 lb⋅in. as shown in the figure. Using a=6.25 in.,
determine the normal and shear stresses that exist at (a) point H
and (b) point K.
Enter the normal and shear stresses and point H. Your answers
must be consistent with the sign conventions for stresses.
Enter the normal and shear stresses and point...
A circular tube with an outside diameter of 4.375 in. and a wall thickness of 0.077 in. is subjected to loads P = 1330 lb, P = 980 lb, and T = 8500 lb - in. as shown in the figure. Using a = 5.75 in ., determine the normal and shear stresses that exist at (a) point H and (b) point K. (a) Enter the normal and shear stresses and point H. Your answers must be consistent with the...
A circular tube with an outside diameter of 3.875 in. and a wall thickness of 0.078 in. is subjected to loads Pr = 1300 lb, P, = 1000 lb, and T = 8350 lb in. as shown in the figure. Using a 5.25 in . determine the normal and shear stresses that exist at (a) point H and (b) point K. (a) Enter the normal and shear stresses and point H. Your answers must be consistent with the sign conventions...
A circular tube with an outside diameter of 4.375 in. and a wall thickness of 0.081 in. is subjected to loads P determine the normal and shear stresses that exist at (a) point H and (b) point K. 1320 lb, P 850 lb, and T 8330 lb in. as shown in the figure. Using a 6.50 in K (a) Enter the normal and shear stresses and point H. Your answers must be consistent with the sign conventions for stresses. psi...
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