
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
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...
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:...
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.,...
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...
Problem 5. (20 pts) A vertical propane tank with an outside diameter of D 300 mm and a wall-thickness of t-9 mm is subjected to a horizontal force of P 41 kN. The gage pressure inside the tank is 7 MPa. [D-300 mm, te9 mm, P 41 kN] a) Determine the maximum normal stress at point K b) Determine the shear stress produced by the applied force. c) Determine the maximum shear stress in the 3d stress element.
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,-
the hollow tube down has an outside diameter of 45 mm
and an inside diameter of 40 mm. the tube is made of an aluminum
alloy with a minimum yield strength of 280 MPa. the bending load is
F =1.5 kN, the axial load is P = 10kN and the twisting moment is T
= 70 N-m. Determine the factor of safety based on the stress at
point A using (a) the maximum shear stress theory and (b) the
distortion...
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...