The compound shaft is attached to a rigid wall at each end. a = 2 m and b = 1.5 m. For the bronze segment AB, the diameter is 82 mm and G = 35 GPa. For the steel segment BC, the diameter is 62 mm and G = 83 GPa. The maximum shear stress is limited to 50 MPa in the bronze and 60 MPa in the steel. 75 mm 50 mm Bronze Steel 1. Compute the largest torque in kN-m that can be applied considering the maximum shear stress of the bronze segment. a. 8.07 kN-m b. 11.01 kN-m c. 7,26 kN-m d. 8.60 kN-m 1. Compute the largest torque in kN-m that can be applied considering the maximum shear stress of the steel segment. e. 5.11 kN-m f. 5.52 kN-m g. 4.67 kN-m h. 4.08 kN-m 1. Compute the largest torque in kN-m that can be applied to the compound shaft.

The compound shaft is attached to a rigid wall at each end. a = 2 m and b = 1.5 m. For the bronze segment AB, the diameter is 82 mm and G = 35 GPa. For the steel segment BC, the diameter is 62 mm and G = 83 GPa. The maximum shear stress is limited to 50 MPa in the bronze and 60 MPa in the steel. 75 mm 50 mm Bronze Steel 1. Compute the largest torque in kN-m that can be applied considering the maximum shear stress of the bronze segment. a. 8.07 kN-m b. 11.01 kN-m c. 7,26 kN-m d. 8.60 kN-m 1. Compute the largest torque in kN-m that can be applied considering the maximum shear stress of the steel segment. e. 5.11 kN-m f. 5.52 kN-m g. 4.67 kN-m h. 4.08 kN-m 1. Compute the largest torque in kN-m that can be applied to the compound shaft.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The bell-crank mechanism is in equilibrium for an applied load of P = 35 kN. Assume that a = 240 mm,…

A: Given Data Determine the average shear stress in the pin-B.

Q: *5-4 The copper pipe has an outer diameter of 40 mm and an inner diameter of 37 mm. If it is tightly…

A: Maximum shear stress is 26.73 MpaExplanation:Step 1: Step 2:

Q: Design the maximum permissible value of W using a factor of safety of 2, based on the following…

A: Given Data: The thickness of the support plates are 2 inches. The cross-section of the member is 6×2…

Q: The steel pipe AB has a 64-mm outer diameter and a 5-mm wall thickness. Knowing that arm CDE is…

Q: 3. Determine the required diameter of the pins at A and B to the nearest 1mm if the allowable shear…

Q: A solid 5/8-in. steel [E = 29,000 ksi] rod (1) supports beam AB, as shown in Figure. If the stress…

A: Given : steel dia = 5/8 in E = 29000 ksi Allowable stress in rod = 30 ksi max. allowable deformation…

Q: Problem 2 (for all students). Determine the state of stress, the principal stress and the max in-…

A: Calculating the moment of inertia: IP=π32504-404 The torque will be:T=6×300=1800 KN-mmThe bending…

Q: Determine the principal stress and absolute maximum shear stress developed at point B on the cross…

Q: In the following structure, consider the following data: The connection at D is double and has a…

Q: P A B 1m E 1m 2m The simply supported beam shown has a solid rectangular cross section having beam…

A: b = 130 mm h = 200 mm P = 25 KN w = 30 KN/m

Q: the allowable torque Te that can be applied to the compound shaft at flange B. the magnitudes of the…

A: Torque: - It is a type of force induced in an object which will cause rotation of an object about an…

Q: Torialai Stan Problem 1-- Short link BD consists of a single steel bar 40 mm wide and 12 mm thick.…

A: Step 1: Given datawidth of the bar BD, w=40mmthickness of the bar BD , t=12mmallowable shear…

Concept explainers

Pressure and Stress

Question

The compound shaft is attached to a rigid wall at each end. a = 2 m and b = 1.5 m. For the bronze segment AB, the diameter is 82 mm and G = 35 GPa. For the steel segment BC, the diameter is 62 mm and G = 83 GPa. The
maximum shear stress is limited to 50 MPa in the bronze and 60 MPa in the steel.
75 mm
50 mm
Bronze
Steel
a
1. Compute the largest torque
kN-m that can be applied considering the maximum shear stress of the bronze segment.
a. 8.07 kN-m
b. 11.01 kN-m
c. 7.26 kN-m
d. 8.60 kN-m
1. Compute the largest torque
kN-m that can be applied considering the maximum shear stress of the steel segment.
e. 5.11 kN-m
f. 5.52 kN-m
g. 4.67 kN-m
h. 4.08 kN-m
1. Compute the largest torque in kN-m that can be applied to the compound shaft.
choose from the choices given above.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Introduction

VIEW

Torque equilibrium and Compatibility equation

VIEW

1. Largest value of torque, based on allowable shear stress in bronze segment

VIEW

2. Largest value of torque, based on allowable shear stress in steel segment

VIEW

3. Largest torque that can be applied to the compound shaft

VIEW

Step by step

Solved in 5 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

The assembly consists of two red brass C83400 copper rods AB and CD having a diameter of 30 mm, a 304 stainless steel rod EF having a diameter of 40 mm, and a rigid member G. If the supports at A, C, and F each have a stiffness of k= 200 MN/m determine the average normal stress developed in the rods when the load is applied. A C -300 mm- 30 mm 30 mm B D G E 450 mm 40 kN 40 kN 40 mm F
Load P is applied to joint D and the temperature increases by 50 °F. There are two steel (E = 29*10^6 psi; a = 6.5*10^-6/°F) AD and DC and a bronze (E = 16*10^6 psi; a = 9*10^-6/°F) BD with a length of 50 inches. Each bar is a 0.75 inch diameter. Find the deformation of every rod, the displacement at D, and the stress in each rod.
The C83400-red-brass rod AB and 2014-T6-aluminum rod BC are joined at the collar B and fixed connected at their ends. The cross-sectional area of each member is 1.75 in² (Figure 1) Figure 1 of 1 3 ft 2 ft If there is no load in the members when T₁ = 50°F, determine the average normal stress in the member AB when T₂ = 110 °F. Express your answer to three significant figures and include the appropriate units. Obr = Submit Jal = Submit Part C μA Value Part B If there is no load in the members when T₁ = 50°F, determine the average normal stress in the member BC when T₂ = 110 °F. Express your answer to three significant figures and include the appropriate units. dB = My Answers Give Up O μA Value Units My Answers Give Up μA Units Also, how far will the collar be displaced? Express your answer to three significant figures and include the appropriate units. Value ? Units ? ?
Pls help
1 kip,=1000 lbs
The rigid bar AB, attached to two vertical rods as shown in Fig. is horizontalbefore the load P is applied. Determine the maximum value for P If the stress must not exceed: 160 MPa for steel and 80 MPa for Bronze. Then determine the vertical movement of P. STEEL Lm A-400 mm E-200 GPa BRONZE L-5m A-500 mm E-80 GPa 3m
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.95 in., a length of L1 = 50 in., a shear modulus of 3800 ksi, and an allowable shear stress of 6.7 ksi. Brass segment (2) has an outside diameter of 0.85 in., a wall thickness of 0.13 in., a length of L2 = 38 in., a shear modulus of 6400 ksi, and an allowable shear stress of 8.0 ksi. Determine:(a) the allowable torque TB that can be applied to the compound shaft at flange B.(b) the magnitudes of the internal torques in segments (1) and (2).(c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB.
A plate with width of 300mm and thickness of 20mm is to be connected between two plates 12mm thick with same width by 4-25mm diameter rivets a shown. The rivet holes have a diameter 2mm larger than the rivet diameter. The plate is A36 steel with yield strength Fy=248 Mpa and Fu-400MPa. The rivets have nominal shear stress capacity of 165MPa. O 803 O 1490 • Determine maximum load (P1) that can be applied without exceeding design tensile stress in plates (consider yielding and rupture of plates ONLY) in KN O 1180 O 1340 ο ο ο ο ο P3 O 1968 O 590 O 670 O 893 O 707 OO 150 O 1180 P1 P2
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.80 in., a length of L1 = 40 in., a shear modulus of 3800 ksi, and an allowable shear stress of 6.3 ksi. Brass segment (2) has an outside diameter of 0.60 in., a wall thickness of 0.05 in., a length of L2 = 30 in., a shear modulus of 6400 ksi, and an allowable shear stress of 7.7 ksi. Determine:(a) the allowable torque TB that can be applied to the compound shaft at flange B.(b) the magnitudes of the internal torques in segments (1) and (2).(c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB.
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.95 in., a length of L1 = 45 in., a shear modulus of 3800 ksi, and an allowable shear stress of 6.6 ksi. Brass segment (2) has an outside diameter of 0.80 in., a wall thickness of 0.14 in., a length of L2 = 32 in., a shear modulus of 6400 ksi, and an allowable shear stress of 8.2 ksi. Determine: (a) the allowable torque TB that can be applied to the compound shaft at flange B. (b) the magnitudes of the internal torques in segments (1) and (2). (c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB.
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.55 in., a length of L₁ = 40 in., a shear modulus of 3800 ksi, and an allowable shear stress of 5.2 ksi. Brass segment (2) has an outside diameter of 0.35 in., a wall thickness of 0.06 in., a length of L₂ = 24 in., a shear modulus of 6400 ksi, and an allowable shear stress of 7.7 ksi. Determine: (a) the allowable torque Te that can be applied to the compound shaft at flange B. (b) the magnitudes of the internal torques in segments (1) and (2). (c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB. L₁ (1) TB B L2 (2)
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.55 in., a length of L₁ = 40 in., a shear modulus of 3800 ksi, and an allowable shear stress of 5.8 ksi. Brass segment (2) has an outside diameter of 0.45 in., a wall thickness of 0.15 in., a length of L₂ = 30 in., a shear modulus of 6400 ksi, and an allowable shear stress of 8.2 ksi. Determine: (a) the allowable torque Te that can be applied to the compound shaft at flange B. (b) the magnitudes of the internal torques in segments (1) and (2). (c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB. L₁ L2 TB (1) Answer: (a) TB= (b) T₁ = T2= (c) OB= B lb-ft lb-ft lb-ft rad (2) C