Calculate normal stress in AB and BC rods, bearing stress in pin C. (all diameter is 10 mm
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Calculate normal stress in AB and BC rods, bearing stress in pin C. (all diameter is 10 mm)
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- A steel punch consists of two shafts: upper shaft and lower shaft. Assume that the upper shaft has a diameter d1= 24 mm and the bottom shaft has a diameter d2= 16 mm. The punch is used to insert a hole in a 4 mm plate, as shown in the figure. If a force P - 70 kN is required to create the hole, what is the average shear stress in the plate and the average compressive stress in the upper and lower shaft of the punch?Solve the preceding problem if F =90 mm, F = 42 kN, and t = 40°MPa3- Calculate normal stress in AB and BC rods, bearing stress in pin C. (all diameter is 10 mm) A 75 is 150 6me 25 i50
- 10/10 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 mmDirect a key d the Hub Shear plane Hub Key F2 y, or anical F1 T=Torque Shaft T=F(D/2) F = Force of shaft on key F= Force of hub on key Side view -D Shaft diameter End view Shear Shaft plane Hub F1 Key F2 Shear area = A, = bxL %3D Enlarged view of key Pictorial sketch of key, shaft, and hub Ноу3) A 25 mm solid round shaft is supported by self-aligning bearings at A and B (the bearings do not support axial loads). Two chain sprockets are attached to the shaft as shown. a. Find the force, F, on the 125 mm diameter sprockets. b. Construct the V-M-N-T diagrams for the shaft. c. Determine the shaft location with the most severe state of stress. d. Sketch the Mohr's circle and find the principal stresses at that location. A 125 mm dia. 50-mm dia. 75 mm 25mm dia. 5000 N 150 mm 75 mm
- FIGURE 12 - 7 in.- Refer to figure 12. The constant wall thickness of a steel tube with the cross section shown is 3/8 in. If a 5,625 lb-ft torque is applied to the tube, find the shear stress in the wall of the tube. Neglect 3 in. 5 in. stress concentrations at the corners. 4 in. *Dimensions are measured on-center1-69.M Figure P1-69 shows a bolt subjected to a tensile load. One failure mode would be if the circular shank of the bolt pulled out from the head, a shearing action. Compute the shear stress in the head for this mode of failure if a force of 22.3 kN is applied. Applied force Shear area Reaction force on underside of head Cylindrical shear area 19.0 mm 8.00 mm -12.0 mm M12 x 1.75 threadCompute the tensile stress for the rod shown in Fig. 1 at section A-A, the shearing stress across section B, the compressive stress between the pin and the rod, and the compressive stress between the pin and the yoke. Given n = 1 (3 / 4) in., a = (15 / 32) in., e = (27 / 32) in., b = (15 / 16) in., d = (19 / 32) in., f = 1".
- If the allowable normal stress is 120MPa and the allowable shear stress is 60MPa, what is the B diameter of pin?In the figure shown below, set P = 48 lb, D1 = 8 in, D2 = 4 in, D3 = 4 in, and the bit diameter to 0.35 in. If the drill produces a torque T = 126 Ib*in, determine the normal stress along the z-axis for the element of material at point A, where the bit makes contact with the wall. Input your answer in units of ksi and be mindful of sign convention -e.i., tensile stresses are positive, compressive stresses are negative. areamstime D1 D2 y 4 3 dreaeach sold bar has a 36N/m weigh If the 1:In the following arrangement of structur allowable shear stress in pin C is 16 Mpa calculate the pin diameter at A. If the diameter of bar is (10 mm) what is the bearing stress on bar AB. 36N/M 2m im Im 2m