800 N 120 N.m d = 8 cm 600 N Q /If the cross section of the femur can be approximated as a circular tube, determine the state of stresses on the 160 N.m points A and B at section due to the loads as shown in figure. T. = 22 mm n = 18 mm tu Sl'o = I
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- Repeat the previous problem using ? = 50° and stresses on the rotated element: sy1= 70 MPa, ??y1=-82 MPa, and tx1y1=-35 MPa.The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in thickness. Just above the bit, the compressive force in the pipe (due to the weight of the pipe) is 62 kips and the torque (due to drilling) is 185 kip-in. Determine the maximum tensile, compressive, and shear stresses in the drill pipe.Q1/ A bracket is supported by means of 4 rivets of the same size. Design the 7. Alalkau diameter of the rivet if Ou (tenşile ultimate stress) for the rivet material is 560MPA. Which of the rivet has max resistance? 20KN 20KN B0mm 30 mm 30 mm 30 mm
- Find the stresss in the left rod after its lower end is attached to the support.Q1 / If the cross section of the femur can be approximated as a circular tube, determine the state of stresses on the points A and B at section due to the loads as shown in figure Q1. T. = 2 cm = 1.6 cm %3D Figure Q1 B L 20 cmFind the maximum normal stress carried in the part shown. 0-Sin 0.5in 2in 3in 5000 I6 lin S000 16 4in Zin
- * Incorrect. A hollow crank with an outside diameter of 4.0 in. and a wall thickness of 0.19 in. is subjected to the loads shown. The load magnitudes are Py = 710 lb and P₂ = 355 lb, and the length dimensions are a = 14 in., b = 7 in., and c= 5 in. Determine the normal and shear stresses on the outer surface of the pipe at point H and show these stresses on a stress element. a Answer: i y H Oy = Txy= i 600.7 -2715 b Pz K Py psi psi10/10 find the tensile stress in upper plate in section 3-3 5. 1 4 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 2) 300 mm 8 mmdetermine the developed stresses, the changes in length, and the changes in diameter for such that the total change in length is (0.6 mm). Using (E= 190 GPa) and (G= 72 GPa), Questions Q1: The bar (ABC) has a circular cross section and is subjected to an axial tensile force the part (AB) and (BC). B. 15mm 20mm 500mm 750m
- Q2- Show the stress components of a point in plane stress on the square in Figures below: Ty = 18 ksi Oy = 85 ksi (T) = 27 ksi (C) Oxx 1- 18 ksi %3D = 100 MPa (T) =-75 MPa 2- = -75 MPa = 85 MPa (T)Q1. A crane hook has a triangular section at x-x as shown in Fig. Find the maximum stress at point P. 5 kN 60 0: 40 20 An dimiencions in mmIf the cross-sectional area is changed more gradually between two sections with large fillet radius, then the internal stresses get enough space to get redistributed evenly. Select one: O True O False