Problem 7
In the hanger shown, the upper portion of link ABC is 3/8 in. thick and the lower portions are each 1/4 in. thick. Epoxy resin is used to bond the upper and lower portions together at B. The pin at A has a 3/8 in. diameter, while a 1/4 in. diameter pin is used at C. Determine (a) the shearing stress in pin A, (b) the shearing stress in pin C, (c) the largest normal stress in link ABC, (d) the average shearing stress on the bonded surfaces at B, and (e) the bearing stress in the link at C.
Problem 7 In the hanger shown, the upper portion of link ABC is 3/8 in. thick...
Knowing that each pin has a 3/8-in diameter, determine the average Link BD consists of a single bar l in shearing stress in the pin at D and the average normal stress in link BD if 0-0. All pins are single shear. 12. wide and ½ in thick. 30
In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 159 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. (Round the final answer to three...
1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that ink BD is not reinforced around the pin holes Front view 18 mm Side...
(16 points) Difficulty (4/5) A mechanical connection known as a clevis and pin is shown. The dimensions of the assembly are given as: a = 30 mm b = 33 mm c = 10 mm d = 18 mm t = 22 mm W = 45 mm L = 113 mm In order to avoid failure in the materials used to create the parts: -The normal stress in the pin must be limited to 680 MPa. -The shearing stress in...
Question 15 The composite shaft shown consists of a 0.2-in-thick brass jacket (G = 5.6 x 106 psi) bonded to a 1.2-in.-diameter steel core (Gsteel = 11.2 x 106 psi). Knowing that the shaft is subjected to 5 kip-in. torques, determine: 1. The torques in steel and brass. 2. The maximum shearing stress in the brass jacket. 3. The maximum shearing stress in the steel core. (Note: the angle of twist in steel equals to the angle of twist in...
4. (15pts) In the structure shown in Fig. 1, an 8-mm-diameter pin is used at A, and 12-mm-diameter pins used at B and D. Knowing that the ultimate shearing stress is 100 MPa at all connections and that the ultimate normal stress is 250 MPa in each of the two links jointing B and D, determine the allowable load P if an overall factor of safety of 3.0 is desired. Top view -200 mm-fe180 mm-12 mm B с Smm 20...
1.52 Solve Prob. 1.51, assuming that the structure has been redesigned to use 16-in.-diameter pins at A and C as well as at B and that no other changes have been made. A in. 8 in. B C 4 in. 6 in. Fig.P1.51 1.51 Link AC is made of a steel with a 65-ksi ultimate normal stress and has a 2-in. uniform rectangular cross section. It is connected to a support at A and to member BCD at C by-in.-diameter...
A tubular steel column C supports horizontal cantilever arm ABC, as shown in the figure. Column C has an outside diameter of 9.000 in. and a wall thickness of 0.460 in. The loads are PA = 370 lb and Pg = 550 lb. Dimensions of the structure are a = 6.1 ft. b = 8.2 ft, and c = 12.5 ft. Determine the maximum compression stress at the base of column co. b B Determine the maximum compression bending stress...
Question 2: The shaft ABC shown in the figure is driven by a motor that delivers 300kW at a rotational speed of 32 rev/sec. The gears at B and C take out 120k W and 180kW respectively. diameter of the shaft if the allowable shear stress is 50MPa, the allowable angle of twist between points A and C is 4° and G- 75GPa. of the two parts of the shaft are Li = 1.5m and L,-0.9m. Determine the required Motor...
Note: help me solve problem 1.33 only using Fig P1.33 Answer: Shear stress A : 3670psi Shear stress B : 4320psi Thank you 22 CHAPTER 1 Stress 45° 10 m 200 lb 6 ft l 12 in. 2 ft o A 4 ft 3 ft 36 in. FIG. P1.33 FIG. P1.34 FIG. P1.35 1.33 The bracket is supported by 1/2-in. diameter pins at A and B (the pin at B fits in the 45° slot in the bracket)....