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. 2.5 m 1.5 m 9 kN 17 KN 6 m 4m 13kN
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 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,-
Problem 1 A beam with an I-cross section, is subjected to the internal loadings shown. Determine the stresses acting on particles H and K and sketch them on a properly oriented element. 35 mm 6 mm H13.2 kN 15 mm 8.5 kN 6 mm 65 mm 2.1 kN-m 15 mm 50 mm 6 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 solid aluminum post is subjected to a vertical force of P = 70 kN and a concentrated torque of T = 3.25 kN-m, acting in the directions shown. The length of the pole is L = 90 mm and the diameter is 60 mm. a) Calculate the normal and shear stresses at point H (in MPa) [Ans. to check: σx = 0 MPa, σy=-24.8 MPa, τxy=76.6 MPa] b) Draw the stress element at point H c) Calculate the normal and shear stresses...
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:...