A brass tube with an outside diameter of 2.00 in. and a wall thickness of 0.375 in. is connected to a steel tube with an inside diameter of 2.00 in. and a wall thickness of 0.250 in. by using a 0.750-in.-diameter pin as shown in Fig. 4-14a. Determine (a) The shearing stress in the pin when the joint is carrying an axial load of 10 kip. (b) The length of joint required if the pin is replaced by a glued joint and the shearing stress in the glue must be limited to 250 psi.

A brass tube with an outside diameter of 2.00 in. and a wall thickness of 0.375 in. is connected to a steel tube with an inside diameter of 2.00 in. and a wall thickness of 0.250 in. by using a 0.750-in.-diameter pin as shown in Fig. 4-14a. Determine (a) The shearing stress in the pin when the joint is carrying an axial load of 10 kip. (b) The length of joint required if the pin is replaced by a glued joint and the shearing stress in the glue must be limited to 250 psi.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 8 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 5 mm in diameter. Assume a = 570 mm, b = 285 mm, h = 360 mm, and 0= 65°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 120 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) h B a Answer: Pmax i b kN
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 9 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 5 mm in diameter. Assume a = 500 mm, b = 250 mm, h = 330 mm, and 0= 65°. If the normal stress in tie rod (1) cannot exceed 200 MPa and the shear stress in pin B cannot exceed 130 MPa, determine the maximum load Pmax that can be supported by the structure. D Answer: Pmax (1) a i ● 1.418 B ● ● b kN
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 7 mm in diameter. Assume a = 560 mm, b = 280 mm, h = 450 mm, and 0= 70%. If the normal stress in tie rod (1) cannot exceed 200 MPa and the shear stress in pin B cannot exceed 140 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) a Answer: Pmax= i B KN
A shaft fixed to a wall at B is made of an outer steel tube of 1" outer radius (G = 11,400 ksi) bonded to an inner solid brass core (G = 5200 ksi) of 0.5" radius. For the torque applied at A determine the maximum shear stress in each material and the rotation of A. Note: Each material carries part of the total applied torque. Treat end A %3D as a joint. Ans: 1977 psi steel, 451 psi brass 4 ft 0.5 in. 1 in. T= 250 lb-ft (a) all cunnorted at A and B. For
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 8 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 8 mm in diameter. Assume a = 530 mm, b = 265 mm, h = 390 mm, and 0= 70°. If the normal stress in tie rod (1) cannot exceed 180 MPa and the shear stress in pin B cannot exceed 100 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) a P i Answer: Pmax B b KN
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 11 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 8 mm in diameter. Assume a = 530 mm, b = 265 mm, h = 380 mm, and 8= 65°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 100 MPa, determine the maximum load Pmax that can be supported by the structure. D Answer: Pmax= (1) i B b C /9 KN h P
Given:a. the force in BD=25KNb. vertical reaction at point C=-10KNc. horizontal reaction at point C=15KNd. resultant of reaction at point C=18.0KNe. allowable tensile (normal) stress in member BD =83.33MPaf. the allowable shear stress in the pin at C =72.7MPaPlease help me solve for:1. What is the required cross-section area and minimum thickness t of member BD?2. What is the required SHEAR cross-section area at point C?3. What is the minimum diameter for the pin at C?(Solve for a value with the combination of mm and N)
The supporting wheel on a scaffold is held in place on the leg using a 4-mm-diameter pin as shown. (Figure 1) Figure 1 of 1 > Part A If the wheel is subjected to a normal force of P = 3.3 kN, determine the average shear stress developed in the pin. Neglect friction between the inner scaffold puller leg and the tube used on the wheel. Express your answer to three significant figures and include the appropriate units. Tavg= Submit Provide Feedback Value A Request Answer C Units ? Next >
1. A solid square rod is cantilevered at one end. The rod is 0.8 m long and supports a completely reversing transverse load at the other end of 50 kN. The material is AISI 1060 hot-rolled steel (?? =370 MPa,?? =680 MPa ). Use a design factor of 2 and determine the dimensions of the square cross section for the following cases. Neglect any stress concentration. a. The rod must support this load for 100 cycles. b. The rod must support this load for 104 cycles. c. The rod must have infinite life.
Pipe (2) is supported by a pin at bracket Cand by tie rod (1). The structure supports a load Pat pin B. Tie rod (1) has a diameter of 10 mm and an allowable normal stress of 70 MPa. Pipe (2) has an outside diameter of 44 mm, a wall thickness of 8 mm, and an allowable normal stress of 170 MPa. Assume x1 = 2.9 m, x2 = 1.9 m, and y1 = 4.3 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress. B (1) (2) Answer: Pmax i kN
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 9 mm in diameter. Assume a = 590 mm, b = 295 mm, h = 360 mm, and 0= 60°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 140 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) h a ● b
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 8 mm in diameter. Assume a = 600 mm, b = 300 mm, h = 330 mm, and 0= 70°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 100 MPa, determine the maximum load Pmax that can be supported by the structure. D Answer: Pmax= i B kN h