Q1: The part in adjacent figure has 2mm thickness is to produce in blanking process from aluminum sheet has shear strength 1. Sketch the required blanking 2. Main cutting force. 3. equal to 400 MPa. Determine: die. Sequence of shearing operations. اكد من Dimensions (mm)
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- Determine stress in segment ABShow step by step solutionPortions of a x-in. square bar have been bent to form the two machine components shown. Knowing that the allowable stress is 18 ksi, determine the maximum load that can be applied to each component. (a) 1 in. (b) The maximum load that can be applied to component (a) is The maximum load that can be applied to component (b) is lb. lb.
- The pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the minimum pin diameter. Use Shear stress-D0.4"Yield strength. Assume material is 1020 hot-rolled steel. * P2 Shear Planes PinIn the assembly of the bronze tube and steel bolt, the pitch of the threads is p = 1/32 in.; the cross-sectional area of the bronze tube is 1.5 in? and of steel bolt is 4 in?. the nut is turned until there is a compressive stress of 4,000 psi in the bronze tube. Find the stresses (psi) if the nut is given one additional turn. How many turns of the nut will reduce these stresses to zero? Use Epr = 12 x 106 psi and E = 29 x 10° psi. L= 40 in.GIVEN: Solid alumınum bar shown: 4 in. by4 in. E = 10 x 10° psi oy = 36 ksi 4000 2000 1b 4000 16 B 12' REQ’D: A) Load in each section of the bar (state whether C or T) PAB = Pac PCD = B) Maximum axial stress in the bar. In which section does this occur? C) Final length of the bar
- Find the value of p1 kip,=1000 lbsThe 10-mm-diameter steel bolt in (Figure 1) is surrounded by a bronze sleeve. The outer diameter of this sleeve is 20 mm, and its inner diameter is 10 mm. Est = 200 GPa, Ebr 100 GPa. Figure P P -10 mm -20 mm 1 of 1 Part A If the bolt is subjected to a compressive force of P = 21.9 kN, determine the magnitude of the average normal stress in the steel. Express your answer to three significant figures and include appropriate units. Ost = Submit Part B Obr = Submit 0 Value If the bolt is subjected to a compressive force of P = 21.9 kN, determine the magnitude of the average normal stress in the bronze. Express your answer to three significant figures and include appropriate units. Provide Feedback A Request Answer Value Units Request Answer Units ?
- 15 kip Specific Weight y Elasticity E Rigidity G (Ib/in") Modulus of Modulus of Yield Strength (ksi) Materials (10) ksi (10) ksi Tens. Comp. Shear A - Structural A36 - Stainless 304 - Tool L2 0.284 29.0 11.0 36 36 Steel 0.284 28.0 11.0 30 30 Alloys 0.295 29.0 11.0 102 102 2 ft 4 kip 4 kip The A-36 steel bar shown in the figure is made from two segment shaving cros OSS- B sectional areas of AAB-lin^2 and ABD=2in^2. Determine the vertical displacement of end A and the displacement of B relative to C. 1.5 ft 8 kip 8 kip| C 1 ft D4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is A36 steel with FY=248 MPa. The weld is E 80 electrode with Fu = 550 MPa. The allowable tensile stress for the angle is 0.6Fy and the allowable shear stress for the weld is 0.3Fu. The Area of the angular section is 2751 sq.mm. with y=51mm. CS 56 Which of the following most nearly gives the design force P? a.) 400,365.9 N b.) 409,348.8 N c.) 412,793.5 N d.) 420,366.6 N 5.) A W350 x 90 steel is used as a simply supported beam 8m long. The beam carries three equal concentrated loads at every quarter points. It also carries a uniform dead load o 5 kn/m (including its own weight) and a uniform live load of 7.20 kn/m. Properties of W 350 x 90 steel: bf = 250 mm The allowable bending stress is 0.66Fy. The allowable shear stress is 0.40Fy. The allowable deflection is L/360. Use Fx=248 Mpa and E=200 Gpa. tf = 16.40 mm V d = 350 mm Determine the maximum value of each concentrated load based on…The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1) Figure ▾ art A Tavg for Part A for Part 12 mm Value T= 60 N-m 50 mm- Determine the average shear stress in the weld along section a-a if the torque applied to the shafts is T = 63 N-m. Note: The critical section where the weld fails is along section a-s. Express your answer to three significant figures and include the appropriate units. Units 12 mm 1 12 mm 12 mm a do for Part 1 of 1 redo for Part A reset for Part A keyboard shortcuts for Part A help for Part A