The bell-crank lever shown is used to change the direction and magnitude of a force. The...
Member BCD is supported in the position shown using the 1/2 × 1/4 in2 rod AC and 1/4 in diameter pins at B, C&D. The ultimate bearing stress for the pin at B is 5ksi, the ultimate shear stress for the pin at B is 7 ksi and the ultimate normal stress for the link AC is 12ksi. Assuming that the pins at A and C are strong and a factor of safety of 3 is desired, determine (a) The...
Q1. The following data is given for a lever-loaded safety valve mounted on the boiler: Valve diameter 75 mm Blow-off pressure 1.25 MPa Yield strength of material at tensile 250 N/mm2 Factor of safety 5 Allowable bearing pressure 20 N/mm2 Length to diameter ratio for pins 125 1 Width to thickness ratio for lever 3 1 The distance between the fulcrum and the pin connecting the spindle of the valve to the lever is 75 mm. The distance between the...
• Draw FBDs as required. Clearly state all assumptions made towards solving the problem . Please enter all answers on paper/tablet and convert to single pdf file and submit • Eram is for a total of 100 points 1) Member BCD is supported in the position shown using the in' rod AC and in diameter pins at B.C&D. The ultimate bearing stress for the pin at B is 5ksi, the unltimate shear stress for the pin at B is 7...
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...
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...
Beam AB is supported as shown in the figure. Tie rod (1) is attached at B and C with double shear pin connections, while the pin at A is attached with a single shear connection. The pins at A, B, and C each have an ultimate shear strength of 52 ksi, and tie rod (1) has a yield strength of 30 ksi. A concentrated load of P 26 kips the beam as shown. A factor safety of 2.5 required for...
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...
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...
A concentrated load of P = 62 kips is applied to beam AB, as shown in the figure. Rod (1) has a diameter of 1.7 in., and its yield strength is 31 ksi. Pin A is supported in a double shear connection, and the ultimate shear strength of pin A is 77 ksi. Assume a=4.6 ft, b=7.1 ft, C=8.3 ft, d=11 in. (a) Determine the normal stress in rod (1). (b) Determine the factor of safety with respect to the...
In the figure, the rigid member ABDE is supported at A by a single shear pin connection and at B by a tie rod (1). The tie rod is attached at B and C with double shear pin connections. The pins at A, B, and C each have an ultimate shear strength of 84 ksi, and tie rod (1) has a yield strength of 63 ksi. A concentrated load of P = 20 kips is applied perpendicular to DE, as...