Question 2: (15 marks) Bracket ABC has loads applied as identified in Figure 2. A steel control r...

Question

Question

please label with detailed steps ! thank you

Answer 1

Answer #1

Answer 2

Similar Homework Help Questions

Pipe (2) is supported by a pin at bracket C and by tie rod (1). The...

Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 11 mm and an allowable normal stress of 165 MPa. Pipe (2) has an outside diameter of 48 mm, a wall thickness of 7 mm, and an allowable normal stress of 75 MPa. Assume x1 = 2.9 m, x2 = 1.5 m, and y1 = 3.9 m. Determine the...
Chapter 1, Reserve Problem 003 Pipe (2) is supported by a pin at bracket C and...

Chapter 1, Reserve Problem 003 Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 12 mm and an allowable normal stress of 130 MPa. Pipe (2) has an outside diameter of 58 mm, a wall thickness of 6 mm, and an allowable normal stress of 95 MPa. Assume x1 = 2.8 m, x2 = 1.3 m, and y1...
0.2 . In Fig . 2 , the solid rod BC has a diameter of 25...

0.2 . In Fig . 2 , the solid rod BC has a diameter of 25 mm and is made of an aluminum for which the allowable shearing stress is 20 MPa . Rod AB is hollow and has an outer diameter of 20 mm ; it is made of brass for which the allowable shearing stress is 40 MPa . a ) Determine the largest inner diameter of rod AB for which the factor of safety is the same...

QUESTION 7 A steel bar shown in figure (3) below, carying a 3000 kN load, F,...

QUESTION 7 A steel bar shown in figure (3) below, carying a 3000 kN load, F, is attached to a support by a round pin 0.3 m in diameter. What is most nearly the average shear stress in the pin? (CLO-1) (3.0 points) d 03m Figure (3) 25 MPa 10 MPa 21 MPa 12 MPa
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that...

The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that arm CD is rigidly attached to the pipe, determine the principal stresses and the maximum shearing stress at point K 53 mm 6 mm 191 mm 9.2 kN 152 mm MPa MPa MPa ? max ?min
(a) Figure Q3 (a) shows a cantilever beam which is carry a load P at point...

(a) Figure Q3 (a) shows a cantilever beam which is carry a load P at point C. (1) Sketch the deflection curve of the beam. (2 marks) t (ii) Derive the bending moment deflection, slope deflection and deflection equation at b-b using Double Integration Method. (10 marks) FIGURE Q3 (a) Calculate the maximum deflection. Given: = 10 m a = 3 m P = 25 KN El is constant d 100 mm D (5 marks) 200 mm t6 mm (b)...

Question - 5A [15 marks] Shaft BC is hollow with inner and outer diameters of 100...

Question - 5A [15 marks] Shaft BC is hollow with inner and outer diameters of 100 mm and 130 mm, respectively. Shafts AB and CD are solid and of diameter d. For the loading shown in Figure Q-5A, determine (a) The maximum and minimum shearing stress in shaft BC [6 marks] (b) The required diameter d of shafts AB and CD if the allowable shearing stress in these shafts is 60 MPa [5 marks] (c) Which shaft is better to...
A solid steel shaft supports loads PA = 230 N and Pc = 660 N as...

A solid steel shaft supports loads PA = 230 N and Pc = 660 N as shown in the figure. Assume a = 475 mm, b = 705 mm, and c = 615 mm. The bearing at B can be idealized as a roller support and the bearing at D can be idealized as a pin support. If the allowable bending stress is 100 MPa, determine the minimum diameter that can be used for the shaft. D a b PC...
a A horizontal bracket ABC consists of two perpendicular arms AB and BC as shown in...

a A horizontal bracket ABC consists of two perpendicular arms AB and BC as shown in the figure. Amm AB has a solid circular cross section with diameter equal to 60 mm. At point C a load P = 2.02 EN acts vertically and a load Pa = 3.07 kN acts horizontally and parallel to am AB. For point p, (a) sketch the stress element, (3 marks) 6) calculate the principal planes and the principal stresses and sketch the orientation...

shown in Figure 2. Two circular disks A and B are welded to the ends of both bars. The disks lie in planes disks A a...

shown in Figure 2. Two circular disks A and B are welded to the ends of both bars. The disks lie in planes disks A and B subjecting the bars to torsion. If the allowable maximum shear stress is 35 MPa and the allowable rate of twist is 3°/m for both bars, determine the smallest outer diameter (D, and Di) of both bars. The shear modulus of elasticity is 39 GPa to the axes of the bars. Forces 15 kN...