Solve for stress components acting on the inclined plane AB using mohrss circle 400 psi 60 650 psi k B k
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- The state of stress on an element along the hydraulic lift cylinder on a truck is trv= — 5 MPaLFind the maximum shear stress on the clement and show the state of stress on a sketch of a properly oriented clement.Solve the preceding problem if F =90 mm, F = 42 kN, and t = 40°MPaP= 200 lbs |=2" T 250 in-Ibs Qt. DRAW STRESS STATES いITH A SQLARE ECEMENT エN xY AXES Label with stress values Q2 DRAW MOHR'S CIRCLE AT A Q3.CALCULATE PRINCIPAL STRESSES AND DRAW THE PLANE FoR ri$ a IN THE SCHEHATIC Draw element rotated to principal planes and label with stress values and rotation angle
- Problem 7 A 12-inches square steel bearing plate lies betw een an 8-inches diam eterw ooden postand a concete footing as show n in Fig.P-110.Determ ine the m axim um value of the bad P if the stress in w ood is lim ited to 1800 psiand that in conarete to 650 psi 8 in Bearing Plate 12 in 12 in Figure P-110pls provide full calculations.Determine the stress components acting on the inclined plane AB in if: normal stressy = 61MPa shear stressxy = -25 MPa solve the problem using the method of equilibrium. Find normal stress x' =? find shear stress x'y' =? I have a question regarding the answer you provided. The shear stress is -25MPa. You used a positive 25MPa in the solution. Why is that?
- Determine the state of stress at point A of the rectangular post shown loaded with concentrated forces directed along the y axis equal to 75kN and along the x axis equal to 15kN. 1)Determine the total normal stress along the x and y axes at point A (include if tensile or compressive in your final solutions) 75 kN 50 mm 200 mm- 150 mm OAx= 15 kN OAy= 2) Draw the state of stress of point A 800 mm A 50 mmA simple pin-connected truss is loaded and supported as shown. All members of the truss are aluminum pipes that have an outside diameter of 70 mm and a wall thickness of 3 mm. Determine the normal stress in each truss member. Assume P-12 kN, Q - 17 kN, a- 1.4 m, b -3.6 m, and c-1.3 m. Use positive for tensile stress and negative for compressive stress. Answers: OAB- JAC- OBC- i B (3) b MPa. MPa. MPa.2. If the allowable shear stress for each of the steel pins at A and B is tpe 6.5 ksi and the allowable normal stress for bar CB is Operm 10 ksi, determine the diameter of the pins at A and B and that of the square bar CB. Pin A is in double shear while Pin B is in single shear. Ignore points D and E. (^ } 2.5 ft -3 ft -5 ft 150 lb/ft Fx =
- Construct a Mohr's circle for the following point stresses: ox = 60MPa, oy = 10MPa and Txy = +20MPa, and hence determine the stress components and planes in which the shear stress is a maximum.The 53kg girl shown is doing a chin-up. For the position shown, the humerous is modelled as an axially loaded member. Determine the normal stress (in MPa) at section a-a if the section is modelled as a hollow cylinder of outside diameter 22.4mm and inside diameter 15.2mm. Note: Do NOT include units in your answer a-+-a (а) (b) Answer:Solve this probem. Draw the diagram and show how the moments are calculated in all of the directions