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A3. A pressurized cylinder has an internal diameter of 80mm and a wall thickness of 3mm....
MEE2001/2015 Q5. A thin walled steel cylinder with 10 mm wall thickness and internal diameter of 200 mm (Fig. Q5) is subjected to an internal pressure, p. The steel used for the cylinder has a yie...
MEE2001/2015 Q5. A thin walled steel cylinder with 10 mm wall thickness and internal diameter of 200 mm (Fig. Q5) is subjected to an internal pressure, p. The steel used for the cylinder has a yield stress of 240 MPa. +F 200 mm Fig. Q5 (a) If a tensile axial force of 1MN is applied to the end plate, show that the maximum internal pressure that can be applied before the cylinder yields according to the Tresca criterion is 16.2...
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 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 13.1 in. and a wall thickness of 0.375 in. is subjected to an axial force of P = 34000 lb and a torque of T = 9400 lb-ft, as shown. If the internal pressure in the pipe is 260 psi, determine the principal stresses (Opl > 002), the maximum in-plane shear stress Tmax, and the absolute maximum shear stress tabs max on the outside surface of the pipe. Answers: Opl = i...
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...
with steps please!!! Question3 Design a thick-walled metallic cylinder of a 200 mm internal diameter for an internal...
with steps please!!!
Question3 Design a thick-walled metallic cylinder of a 200 mm internal diameter for an internal pressure of 30 MPa such as to provide a factor of safety of 3.0 against any yielding in the cylinder and a factor of safety of 4.0 against ultimate collapse. The yield stress of the material is 480 MPa Use both linear and non-linear stress distribution methods of calculation. Compare and discuss the results.
Question3 Design a thick-walled metallic cylinder of a...
Problemw3: The cylinder has an inner diameter of 4 in and a wall thickness of 0.1...
Problemw3: The cylinder has an inner diameter of 4 in and a wall thickness of 0.1 in. If it is subjected to an internal pressure of p 80 lb ft. 90 psi, axial load of F 700 Ib and a torque of T 14. The max. principal stress is A) 1188 B) 1209 C) 1443 psi. F) 2504 E)2034 F)2504 D) 890 E) 1017 F1205 D) 1800 E) 2034 15. The min. principal stress isps A) 1188 B) 1209 C)...
Question 3 Design a thick-walled metallic cylinder of a 200 mm internal diameter for an internal...
Question 3 Design a thick-walled metallic cylinder of a 200 mm internal diameter for an internal pressure of 30 MPa such as to provide a factor of safety of 3.0 against any yielding in the cylinder and a factor of safety of 4.0 against ultimate collapse. The yield stress of the material is 480 MPa Use both linear and non-linear stress distribution methods of calculation. Compare and discuss the results.
Problem 1. A I meter inner diameter steel pressure tank with 8 mm wall thickness is...
Problem 1. A I meter inner diameter steel pressure tank with 8 mm wall thickness is subject to a internal pressure of 1.5 MPa and due to the piping weight a torsion of 10 Nm is acting as shown in the figure. The length of the cylinder is 3 meters. Determine: The state of stress in the cylinder wall The state of stress if the normal Cartesian system is rotate 250 The principal stress and the principal angle. The maximum...
A thick-walled steel cylinder with internal diameter = 16 mm and external diameter = 24 mm is sub...
A thick-walled steel cylinder with internal diameter = 16 mm and
external diameter = 24 mm is subjected to a gradually increasing
internal pressure P.
I. Using accurate formulation, determine the value
of P and sketch the distribution of radial, tangential and maximum
shear stresses when:
a. The material of the cylinder first commences to
yield.
b. Yielding progressed to mid-depth of the cylinder
wall (at D= 20 mm ).
c. The material of the cylinder suffers complete
collapse (fully...
with steps please Question4 A thick-walled cylinder of mild steel with internal diameter of 80 mm and external diame...
with steps please
Question4 A thick-walled cylinder of mild steel with internal diameter of 80 mm and external diameter of 120 mm is loaded by internal pressure. The yield strength of the material is 300 MPa. a. Find the internal pressure required to initiate yielding in the cylinder using Lame's formulation. Sketch the stress distribution giving significant stress values. b. Find the plastic limit pressure at which the cylinder is fully plastic using non-linear formulation. Sketch the stress distribution giving...
MEE2001/2015 Q5. A thin walled steel cylinder with 10 mm wall thickness and internal diameter of 200 mm (Fig. Q5) is subjected to an internal pressure, p. The steel used for the cylinder has a yield stress of 240 MPa. +F 200 mm Fig. Q5 (a) If a tensile axial force of 1MN is applied to the end plate, show that the maximum internal pressure that can be applied before the cylinder yields according to the Tresca criterion is 16.2...
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 pressurized pipe with an outside diameter of 13.1 in. and a wall thickness of 0.375 in. is subjected to an axial force of P = 34000 lb and a torque of T = 9400 lb-ft, as shown. If the internal pressure in the pipe is 260 psi, determine the principal stresses (Opl > 002), the maximum in-plane shear stress Tmax, and the absolute maximum shear stress tabs max on the outside surface of the pipe. Answers: Opl = i...
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...
with steps please!!!
Question3 Design a thick-walled metallic cylinder of a 200 mm internal diameter for an internal pressure of 30 MPa such as to provide a factor of safety of 3.0 against any yielding in the cylinder and a factor of safety of 4.0 against ultimate collapse. The yield stress of the material is 480 MPa Use both linear and non-linear stress distribution methods of calculation. Compare and discuss the results.
Question3 Design a thick-walled metallic cylinder of a...
Problemw3: The cylinder has an inner diameter of 4 in and a wall thickness of 0.1 in. If it is subjected to an internal pressure of p 80 lb ft. 90 psi, axial load of F 700 Ib and a torque of T 14. The max. principal stress is A) 1188 B) 1209 C) 1443 psi. F) 2504 E)2034 F)2504 D) 890 E) 1017 F1205 D) 1800 E) 2034 15. The min. principal stress isps A) 1188 B) 1209 C)...
Question 3 Design a thick-walled metallic cylinder of a 200 mm internal diameter for an internal pressure of 30 MPa such as to provide a factor of safety of 3.0 against any yielding in the cylinder and a factor of safety of 4.0 against ultimate collapse. The yield stress of the material is 480 MPa Use both linear and non-linear stress distribution methods of calculation. Compare and discuss the results.
Problem 1. A I meter inner diameter steel pressure tank with 8 mm wall thickness is subject to a internal pressure of 1.5 MPa and due to the piping weight a torsion of 10 Nm is acting as shown in the figure. The length of the cylinder is 3 meters. Determine: The state of stress in the cylinder wall The state of stress if the normal Cartesian system is rotate 250 The principal stress and the principal angle. The maximum...
A thick-walled steel cylinder with internal diameter = 16 mm and
external diameter = 24 mm is subjected to a gradually increasing
internal pressure P.
I. Using accurate formulation, determine the value
of P and sketch the distribution of radial, tangential and maximum
shear stresses when:
a. The material of the cylinder first commences to
yield.
b. Yielding progressed to mid-depth of the cylinder
wall (at D= 20 mm ).
c. The material of the cylinder suffers complete
collapse (fully...
with steps please
Question4 A thick-walled cylinder of mild steel with internal diameter of 80 mm and external diameter of 120 mm is loaded by internal pressure. The yield strength of the material is 300 MPa. a. Find the internal pressure required to initiate yielding in the cylinder using Lame's formulation. Sketch the stress distribution giving significant stress values. b. Find the plastic limit pressure at which the cylinder is fully plastic using non-linear formulation. Sketch the stress distribution giving...
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