EBK ENGINEERING MECHANICS
EBK ENGINEERING MECHANICS
15th Edition
ISBN: 9780137569830
Author: HIBBELER
Publisher: VST
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Chapter 5, Problem 77P
To determine

The components of reaction at point A and the tension in the cable needed to hold the rod in equilibrium.

Solution: The tension TBC in the cable BC is 1.40kN_ , the horizontal reaction Ax at point A is 800N_ , the vertical reaction Ay at point A is 1.20kN_ , the moment (MA)x at point A along the x direction is 600Nm_ , the moment (MA)y at point A along the y direction is 1.20kNm_ , and the moment (MA)z at point A along the z direction is 2.40kNm_ .

Given information:

  • The vertical downward force F1 is 400 N.
  • The horizontal force F2 is 200 N.

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250 mm 400 mm A B C E F 250 mm PROBLEM 1.52 Each of the two vertical links CF connecting the two horizontal members AD and EG has a 10 × 40-mm uniform rectangular cross section and is made of a steel with an ultimate strength in tension of 400 MPa, while each of the pins at C and F has a 20-mm diameter and are made of a steel with an ultimate strength in shear of 150 MPa. Determine the overall factor of safety for the links CF and the pins connecting them to the horizontal members. 24 kN
50 mm 12 mm B O C OA 300 mm 450 mm E PROBLEM 1.51 Each of the steel links AB and CD is connected to a support and to member BCE by 25-mm-diameter steel pins acting in single shear. Knowing that the ultimate shearing stress is 210 MPa for the steel used in the pins and that the ultimate normal stress is 490 MPa for the steel used in the links, determine the allowable load P if an overall factor of safety of 3.0 is desired. (Note that the links are not reinforced around the pin holes.)
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Chapter 5 Solutions

EBK ENGINEERING MECHANICS

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