A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 200 mm, a wall thickness of 10 mm and a length of 2 m. Segment (2) has an outside diameter of 150 mm, a wall thickness of 10 mm and a length of 1.5 m. The shaft is subjected to torques TB = 40 kN-m and TC = 25 kN-m, which act in the directions shown in Figure. Using G=83 GPa a. Determine the maximum shear stress (MPa) in shaft segment (2). а. 281.57 с. 69.25 (1) Tc b. 156.43 d. 125.14 B b. Determine the rotation of C (degree/s) relative to A. c. 1.950 d. 0.404 а. 1.195 b. 0.194

A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 200 mm, a wall thickness of 10 mm and a length of 2 m. Segment (2) has an outside diameter of 150 mm, a wall thickness of 10 mm and a length of 1.5 m. The shaft is subjected to torques TB = 40 kN-m and TC = 25 kN-m, which act in the directions shown in Figure. Using G=83 GPa a. Determine the maximum shear stress (MPa) in shaft segment (2). а. 281.57 с. 69.25 (1) Tc b. 156.43 d. 125.14 B b. Determine the rotation of C (degree/s) relative to A. c. 1.950 d. 0.404 а. 1.195 b. 0.194

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The system shown in the figure consists of two bars and is subjected to a force at B and C.[d1 = 53 mm, d2 = 32 mm, L1 = 1.2 m, L2 = 1.3 m, E= 120 GPa, PC = 35 kN, PB = 35 kN] Determine the deformation of rod (2)? Determine the displacement of point C?in mm
Consider the pipe shown in (Figure 1). The forces F1 = 500 N, F2 = 600 N, and F3= 800 N are parallel to the x, y, and z axes, respectively. Part A Determine the x, y, and z components of reaction at the fixed support A using scalar notation. Express your answers in newtons to three significant figures. Enter your answers separated by commas. Part B Determine the x, y, and z components of moment of reaction at the fixed support A using scalar notation. Express your answers in newton meters to three significant figures. Enter your answers separated by commas.
Please show complete solutions. Considering EI is constant and the value of P is 425kN, calculate the following using Conjugate beam method : A. What is the value of the reaction at point B in the real beam? B. What is the value of the reaction at Point A in the conjugate beam? C. DISPLACEMENT AT C. D. DETERMINE SA SLOPE AT B.
A 3-m long thin-walled tube has an equilateral triangular cross-section with a constant thickness of 10 mm. If each side of the triangle is 200 mm measured at the median line and the applied torque is 40 k N-m, what is the angle of twist in degrees? (Use G 70 GPa) (Round your answer to 3 decimal places)
The pressure drop ΔP = P1 − P2 through a long section of round pipe can be written in terms of the shear stress ?w along the wall. Shown in Fig is the shear stress acting by the wall on the fluid. The shaded region is a control volume composed of the fluid in the pipe between axial locations 1 and 2. There are two dimensionless parameters related to the pressure drop: the Euler number Eu and the Darcy friction factor f. (a) Using the control volume sketched in Fig. , generate a relationship for f in terms of Eu (and any other properties or parameters in the problem as needed). (b) Using the experimental data and conditions of Prob. 7–81 (Table P7–81), plot the Darcy friction factor as a function of Re. Does f show Reynolds number independence at large values of Re? If so, what is the value of f at very high Re? Answers: (a) f = 2 D LEu; (b) yes, 0.0487
Proposed exercise N ° 01 Find the angle of torsion of the free end with respect to the fixed end of the system in the figure. The material is steel and the dimensions are in cm. Proposed exercise N ° 2 Find the length that a hollow steel bar of D = 1.5cm and d = 0.5cm in diameters must have for its ends to rotate 30 ° relative to each other. An allowable shear stress of 713.8 kg / cm2 must not be exceeded, and G = 8.1573x105 kg / cm2
The uniform sign has a weight of 1500 lb and is supported by the pipe AB, which has an inner radius of 2.75 in. and an outer radius of 3.00 in. If the face of the sign is subjected to a uniform wind pressure of p = 150 lb>ft2, determine the state of stress at points C and D. Show the results on a differential volume element located at each of these points. Neglect the thickness of the sign, and assume that it is supported along the outside edge of the pipe.
A solid constant-diameter circular shaft is subjected to the torques of TA = 490 lb·ft, TB = 1080 lb·ft, TC = 830 lb·ft, and TD = 240 lb·ft, acting in the directions shown. The bearings shown allow the shaft to turn freely. (a) Plot a torque diagram showing the internal torque in segments (1), (2), and (3) of the shaft. Use the sign convention presented in Section 6.6. (b) If the allowable shear stress in the shaft is 7400 psi, what is the minimum acceptable diameter for the shaft?
Statics and Strength of Materials Topic: Bending Stress and Deflection Question:A rectangular tube has an outside width of 100 mm, an outside depth of 150 mm, and a wall thickness of 10 mm. If the bending moment is 1.4 kN.m, determine (a) the maximum bending stress in the tube in the MPa unit, and (b) the bending stress 10 mm from the top of the tube. Show all step-by-step solutions.Plot the bending stress in a graph showing tension and compression and clearly label the graph.
The springs BA and BC each have a stiffness of 500 N/m and an unstretched length of 3 m. Determine the horizontal force F applied to the cord which is attached to the small ring B so that the displacement of AB from thewall is d = 1.5 m.
! Show Full Solution ! *using TORSION FORMULAS ONLY! *use data given below 2. A circular shaft AB consists of a 250 mm long, 22 mm diameter steel cylinder which is 125 mm long and a 16mm diameter cavity has been drilled from the other end B. The shaft is attached to fixed supports at both ends and a 120 N-m torque is applied at its mid section. a) Determine the torque exerted on the shaft at A. b) Determine the torque exerted on the shaft at B.
A trough is filled with a liquid of density 8232 N/m^3. The ends of the trough are equilateral triangles with sides 8m long and vertex at the bottom. Set-up the integral for the force on one end of the trough.