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?
- The homogenous bar that weighs 5000 Ib is supported by a pin at Cand a cable that runs from A to B around the frictionless pulley at D. If the diameter of the cable is 0.8 inch, calculate its axial stress. Express your answer in ksi (kips per sq. inches) with one decimal place only (Note: Give only the numerical value of the answer. DO NOT INCLUDE THE UNIT IN THE ANSWER) * D F 3 ft 5 ft 5 ftDetermine 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 mm2. 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 for stress components acting on the inclined plane AB using mohrss circle 400 psi 60 650 psi k B k