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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...
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
P F LT 0.8 m H Z X A vertical pipe with an outside diameter D...
P F LT 0.8 m H Z X A vertical pipe with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the acting at point H to the nearest 0.001 MPa. Be sure to include - as appropriate for compressive orientation. F = 5 kN T = 3.3 kN-m P = 19 KN
50 mm Problem3 A column is subjected to the three loads shown. Determine the stresses acting...
50 mm Problem3 A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN 120 mm 160 mm 75 mm 65 kN 5 kN 150 mm 30 mm Problem 3-Solution
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on...
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN mm 160 mm 75 mm 95 kN 65 kN 150 mm 30 mm
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on...
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN mm 160 mm 75 mm 95 kN 65 kN 150 mm 30 mm
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 steel pipe assembly supports a concentrated load of P = 26 kN, as shown. The...
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.
Answer MPa MPa, σ,-
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:...
I need help with part B thank you A pipe with an outside diameter of 150...
I need help with part B thank you
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...
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...
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
P F LT 0.8 m H Z X A vertical pipe with an outside diameter D = 114 mm and an inside diameter d = 102 mm supports the loads shown. Determine the acting at point H to the nearest 0.001 MPa. Be sure to include - as appropriate for compressive orientation. F = 5 kN T = 3.3 kN-m P = 19 KN
50 mm Problem3 A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN 120 mm 160 mm 75 mm 65 kN 5 kN 150 mm 30 mm Problem 3-Solution
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN mm 160 mm 75 mm 95 kN 65 kN 150 mm 30 mm
50 mm A column is subjected to the three loads shown. Determine the stresses acting on element H and sketch them on a properly oriented element. 210 kN mm 160 mm 75 mm 95 kN 65 kN 150 mm 30 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 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.
Answer MPa MPa, σ,-
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:...
I need help with part B thank you
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...
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...
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