A steel pipe assembly supports a concentrated load of P = 26 kN, as shown. The outside diameter of the pipe is 137 mm and the wall thickness is 6.0 mm. Assume L = 760 mm and e = 370 mm. Determine the normal stresses σH, σK produced at points H and K.
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A steel pipe assembly supports a concentrated load of P
= 26 kN, as shown. The...
Problem 10.3: (P15.47 from Text) The piping assembly shown below consists of stainless steel pipe...
Problem 10.3: (P15.47 from Text) The piping assembly shown below consists of stainless steel pipe that has an outside diameter of 6.675 in. and a wall thickness of 0.28 in. The assembly is subjected to concentrated loads P 320 lb, P 410 lb, and P 180 lb as well as an internal fluid pressure of 100 psi that acts in all pipes. Dimensions of the assembly are yi-2.0 ft, y2-4.5 ft, zı : 3.5 ft, and zz-3.0 ft. Determine the...
Aroadway sign that weighs Py = 6 kN is supported by a structural pipe with an...
Aroadway sign that weighs Py = 6 kN is supported by a structural pipe with an outside diameter of 320 mm and a wall thickness of 12.5 mm. Wind pressure on the sign creates a resultant force of Pz - 18 kN, acting as shown. Using length dimensions of a -4.7 m and b = 6.3 m, determine (a) the normal and shear stresses at point H. (b) the normal and shear stresses at point K. P H K Answers:...
Aroadway sign that weighs Py = 12 kN is supported by a structural pipe with an...
Aroadway sign that weighs Py = 12 kN is supported by a structural pipe with an outside diameter of 300 mm and a wall thickness of 12.5 mm. Wind pressure on the sign creates a resultant force of P, - 18 kN, acting as shown. Using length dimensions of a = 4.5 m and b = 6.1 m, determine (a) the normal and shear stresses at point H. (b) the normal and shear stresses at point K. P. H K...
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that...
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that arm CD is rigidly attached to the pipe, determine the principal stresses and the maximum shearing stress at point K 53 mm 6 mm 191 mm 9.2 kN 152 mm MPa MPa MPa ? max ?min
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside...
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside diameter of 325 mm and an inside diameter of 305 mm Determine the stresses acting on points H and K and sketch them on properly oriented elements. .5 m 1.5 m 9 kN 17 kN 6 m 13 kN 4 m Problem 2-Solution
A concentrated load P is applied to the upper end of a 0.86-m-long pipe. The outside diameter of the pipe is D-106 mm and the inside diameter is d-98 mm. (a) Compute the value of Q for the pipe. (b)...
A concentrated load P is applied to the upper end of a 0.86-m-long pipe. The outside diameter of the pipe is D-106 mm and the inside diameter is d-98 mm. (a) Compute the value of Q for the pipe. (b) If the allowable shear stress for the pipe shape is 75 MPa, determine the maximum load P that can be applied to the cantilever beam. Answers: (a) Q = (b) P = kN
A concentrated load P is applied to...
Problem 10.2: (P15.47 from Text) The piping assembly shown below consists of stainless steel pipe that...
Problem 10.2: (P15.47 from Text) The piping assembly shown below consists of stainless steel pipe that has an outside diameter of 6.675 in. and a wall thickness of 0.28 in. The assembly is subjected to concentrated loads Px = 320 lb, Py = 410 lb, and Pa = 180 lb as well as an internal fluid pressure of 100 psi that acts in all pipes. Dimensions of the assembly are yı = 2.0 ft, y2 = 4.5 ft, Z1 =...
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside diameter of 325 mm and an insid...
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside diameter of 325 mm and an inside diameter of 305 mm Determine the stresses acting on points H and K and sketch them on properly oriented elements. 2.5 m 1.5 m 9 kN 17 KN 6 m 4m 13kN
Pipe (2) is supported by a pin at bracket C and by tie rod (1). The...
Pipe (2) is supported by a pin at bracket C and by tie
rod (1). The structure supports a load P at pin
B. Tie rod (1) has a diameter of 11 mm and an allowable
normal stress of 165 MPa. Pipe (2) has an outside diameter of 48
mm, a wall thickness of 7 mm, and an allowable normal stress of 75
MPa. Assume x1 = 2.9 m, x2
= 1.5 m, and y1 = 3.9 m. Determine the...
P6.042 The composite shaft shown in the figure consists of two steel pipes that are connected...
P6.042 The composite shaft shown in the figure consists of two steel pipes that are connected at flange B and securely attached to rigid walls at A and C. Steel pipe (1) has an outside diameter of 173 mm and a wall thickness of 6 mm. Steel pipe (2) has an outside diameter of 101 mm and a wall thickness of 7 mm. Both pipes are 3.4 m long and have a shear modulus of 80 GPa. If a concentrated...
Problem 10.3: (P15.47 from Text) The piping assembly shown below consists of stainless steel pipe that has an outside diameter of 6.675 in. and a wall thickness of 0.28 in. The assembly is subjected to concentrated loads P 320 lb, P 410 lb, and P 180 lb as well as an internal fluid pressure of 100 psi that acts in all pipes. Dimensions of the assembly are yi-2.0 ft, y2-4.5 ft, zı : 3.5 ft, and zz-3.0 ft. Determine the...
Aroadway sign that weighs Py = 6 kN is supported by a structural pipe with an outside diameter of 320 mm and a wall thickness of 12.5 mm. Wind pressure on the sign creates a resultant force of Pz - 18 kN, acting as shown. Using length dimensions of a -4.7 m and b = 6.3 m, determine (a) the normal and shear stresses at point H. (b) the normal and shear stresses at point K. P H K Answers:...
Aroadway sign that weighs Py = 12 kN is supported by a structural pipe with an outside diameter of 300 mm and a wall thickness of 12.5 mm. Wind pressure on the sign creates a resultant force of P, - 18 kN, acting as shown. Using length dimensions of a = 4.5 m and b = 6.1 m, determine (a) the normal and shear stresses at point H. (b) the normal and shear stresses at point K. P. H K...
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that arm CD is rigidly attached to the pipe, determine the principal stresses and the maximum shearing stress at point K 53 mm 6 mm 191 mm 9.2 kN 152 mm MPa MPa MPa ? max ?min
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside diameter of 325 mm and an inside diameter of 305 mm Determine the stresses acting on points H and K and sketch them on properly oriented elements. .5 m 1.5 m 9 kN 17 kN 6 m 13 kN 4 m Problem 2-Solution
A concentrated load P is applied to the upper end of a 0.86-m-long pipe. The outside diameter of the pipe is D-106 mm and the inside diameter is d-98 mm. (a) Compute the value of Q for the pipe. (b) If the allowable shear stress for the pipe shape is 75 MPa, determine the maximum load P that can be applied to the cantilever beam. Answers: (a) Q = (b) P = kN
A concentrated load P is applied to...
Problem 10.2: (P15.47 from Text) The piping assembly shown below consists of stainless steel pipe that has an outside diameter of 6.675 in. and a wall thickness of 0.28 in. The assembly is subjected to concentrated loads Px = 320 lb, Py = 410 lb, and Pa = 180 lb as well as an internal fluid pressure of 100 psi that acts in all pipes. Dimensions of the assembly are yı = 2.0 ft, y2 = 4.5 ft, Z1 =...
50 kN Problem 2 The vertical pipe supports the loads shown. The pipe has an outside diameter of 325 mm and an inside diameter of 305 mm Determine the stresses acting on points H and K and sketch them on properly oriented elements. 2.5 m 1.5 m 9 kN 17 KN 6 m 4m 13kN
Pipe (2) is supported by a pin at bracket C and by tie
rod (1). The structure supports a load P at pin
B. Tie rod (1) has a diameter of 11 mm and an allowable
normal stress of 165 MPa. Pipe (2) has an outside diameter of 48
mm, a wall thickness of 7 mm, and an allowable normal stress of 75
MPa. Assume x1 = 2.9 m, x2
= 1.5 m, and y1 = 3.9 m. Determine the...
P6.042 The composite shaft shown in the figure consists of two steel pipes that are connected at flange B and securely attached to rigid walls at A and C. Steel pipe (1) has an outside diameter of 173 mm and a wall thickness of 6 mm. Steel pipe (2) has an outside diameter of 101 mm and a wall thickness of 7 mm. Both pipes are 3.4 m long and have a shear modulus of 80 GPa. If a concentrated...
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