Problems 27.28. & 29 The stress on an element is shown 8 ksi 10 ksi ksi...
Problems 27, 28, & 29 The stress on an element is shown 8 ksi 10 ksi 6 ksi Problem 27 Which Mohr's Circle correctly describes the state of stress? (a) (b) (c) -10 ksi 0 5 ksi 10 ksi 15 ksi -10 ksi -5 ksi 0 S ksi 10 ksi - 10 ksi - ksi 0 S ksi 10 ksi -10 -10 -10 s G 0 (ksi) (ksi) 0 (ksi) 5 5 S 10 - 10 - 10 τ (ksi)...
The given State of Stress is provided, the stresses are as follows: • ox= 15 KSI oy= 10 KSI • txy = 8 KSI Part 1 - For the state of stress described above: A. Draw the Mohr's Circle B. Determine the Radius of the Circle C. Find the coordinate Ō of its center D. Principal Stresses Plot all results above on the Mohr's Circle created under part A. Part 2 - Determine the following: A. Maximum In-Plane Shear Stress...
please help me solve this whole mechanical design problem thanks Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the principal stresses, s, (c) the maximum in plane shearing stress, Tmar and (d) its orientation, p. (e) the normal stress at the plane of maximum shear stress, (1) sketch of the rotated plane element for the principal stresses and the rotated plane element for maximum shear stress similar to figure 1, below...
Problem 5: (a) Draw the Mohr's circle for a state of plane stress shown. (b) What are the principal stresses at point A? (c) What is the maximal shear stress? (d) What is the principal angle? 9 ksi 24 ksi 16 ksi
Problems 9.10. 11. & 12 The stress-strain diagrams for two materials are provided oksi 60 Material A 40 - Material B 0.015 &, in in 0.001 0.006 0.009 Problem 9 Determine modulus of elasticity for material A. a) 0,0001 ksi b) 10,000 ksi c) 29,000 ksi d) 40,000 ksi e) 60,000 ksi Problem 10 What is the modulus of resilience for material B? a) 0.58 kip-in/in b) 0.36 kip-in/in c) 0.18 kip-in/in d) 0.02 kip-in/in e) None of the above...
Q2: (10 points) Consider the Mohr's circle (shown to the right) for an element. The principal stresses or element related to this plot occur at an orientation 40 degrees C.C.W. from the initial stress configuration (original x,y axes) (a) Determine the principal stresses (b) Determine the initial stress configuration (c) Determine the maximum shear stress magnitude and the angle it occurs at relative to the initial stress configuration. 55 ksi -5 ksi
Problem: 6 ơy 20 ksi For the stress state shown, which Mohr's circle diagram is correct? y-10 ksi xy ox 30 ksi b. 2 max26.9 ,,-31.9 Tmax26.9 1) 01-21.9 110 30 t 20 22° 20, 10 30, 10 3) "max = 26.9 1 = 31.9 [max = 26.9 20 V1 -36.9 220 270 35, 10 20, 10 5) 'max = 26.9 01 21.9 2 20, 10 20
The rod shown below is composed of two pieces: the diameter of piece AC is 3 in, and the diameter of piece CD is 2 in. Both pieces are made of brass: Young's modulus is E = 15x10 psi and the shear modulus is G = 5.6x10 psi. The applied external axial forces are Pc = 50 kips and Po = 30 kips. The applied extemal torques are Tg = 25 kip in and To= 10 kip in. (Hint: for...
For the plot shown above, what is the value of the cyclic stress at A? a) 35ksi b) 40ksi c) 45ksi d)30ksi For the plot of the Soderberg line in Question 5, what is the value of the steady stress B? a) 55 ksi b) 72 ksi c) 35 ksi d)40 ksi Please use the Soderberg line in the previous question to solve this problem. What is the maximum magnitude of an additional steady stress that can be put on...
Chapter 5, Reserve Problem 078 A steel [E = 29,100 ksi; a =6.4 x 10-6/0F] pipe column (1) with a cross-sectional area of A4 = 5.20 in.2 is connected at flange B to an aluminum alloy [E = 10,200 ksi; a =12.8 x 10-6/0F] pipe (2) with a cross-sectional area of Az = 4.10 in.2. The assembly (shown in the figure) is connected to rigid supports at A and C. It is initially unstressed at a temperature of 93°F. Assume...