9-33. The A-36 stecel pipe has a 6061-T6 aluminum core. It is subjected to a tensile force of 200 kN. Determine the average normal stress in the aluminum and the steel due to this loading, The pipe has an outer diameter of 80 mm and an inner diameter of 70 mm. -400 mm 200 kN 200 kN

draw fbd and show the complete solution

Determine the equivalent state of stress on an element at the same point oriented 60° clockwise with respect to the element shown. Sketch the results on the element.

The uniform sign has a weight of 1500 lb and is supported by the pipe AB, which has an inner radius of 2.75 in. and an outer radius of 3.00 in. If the face of the sign is subjected to a uniform wind pressure of p = 150 lb/ft2, determine the state of stress at points Cand D. Show the results on a differential volume element located at each of these points. Neglect the thickness of the sign, and assume that it is supported along the outside edge of the pipe. 6 ft 3 ft 上 A B x 12 ft 150 lb/ft²

The piston-cylinder assembly above has a wall thickness of 0.125" and an outer radius ro= 2 in. If the internal gauge pressure is 1.2 ksi, determine the maximum normal stress in the piston wall. 18 ksl O9 ksi 36 ksi N/A (this does not meet the criteria of a "thin-walled" pressure vessel)

The long bolt passes through the 70.4-mm-thick plate. If the force in the bolt shank is 9.5 KN, then the average shear stress (MPa) along the cylindrical area of the plate defined by the section lines a-a is: O a. 0.00 O b. 21.00 O c. 2.39 O d. 4.77 O e. 1.19 18 mm b b 8 mm Time left 0:45:52 a 7 mm YouTube The wood beam has an allowable shear stress of 15 MPa, the maximum shear force V (kN) that can be lind to the cross section is:

The beveled gear is subjected to the loads shown.Determine the stress components acting on the shaftat point B, and draw the results on a stress elementat this point. The shaft has a diameter of 1 in. and isfixed to the wall at C. A = 0.7854 in2 J = 0.098175 in4 I = 0.049087 in4 (QB)z = 0 (QB)x = 0.0833 in3

The beam is supported by two rods AB and CD that have cross-sectional areas of 7mm2 and 15mm², respectively. If d=2m, determine the average normal stress in rod CD in MPa. B A d- 6 kN 3 m Probs. 1-49/50 WD C