Figure Q2 shows a rigid link supported by a pin at C and two A-36 steel wires. Each wire having an unstretched length of 300 mm and cross-sectional area of 8 mm2. The link supports the vertical load of 1.50 kN at D. 300 mm 125 mm B 100 mm -150 mm- 1.50 kN Figure Q2: Load hanger with two wires (a) Draw free-body diagram of ACD and establish the equations of equilibrium. (b) Determine tensile forces in wires at A and B. (c) If the ultimate yield strength and modulus of elasticity of A-36 steel are 250 MPa and 200 GPa, respectively, ascertain whether the wires remain in the elastic property. (d) Determine the angle of rotation of the rigid link ACD.

Figure Q2 shows a rigid link supported by a pin at C and two A-36 steel wires. Each wire having an unstretched length of 300 mm and cross-sectional area of 8 mm2. The link supports the vertical load of 1.50 kN at D. 300 mm 125 mm B 100 mm -150 mm- 1.50 kN Figure Q2: Load hanger with two wires (a) Draw free-body diagram of ACD and establish the equations of equilibrium. (b) Determine tensile forces in wires at A and B. (c) If the ultimate yield strength and modulus of elasticity of A-36 steel are 250 MPa and 200 GPa, respectively, ascertain whether the wires remain in the elastic property. (d) Determine the angle of rotation of the rigid link ACD.

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

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Concept explainers

Strain energy

The term strain indicates the variation in an object's length, area, and volume when the object is subjected to an external force. The external force may be of normal, shear, moment, torque, etc. The strain in an object depends on the types of external force and cross-section of the object. Mathematically, the evaluation of strain can be obtained with the help of elastic constants.

Question

Figure Q2 shows a rigid link supported by a pin at C and two A-36 steel wires. Each wire
having an unstretched length of 300 mm and cross-sectional area of 8 mm². The link supports
the vertical load of 1.50 kN at D.
300 mm
125 mm
B
100 mm
D
-150 mm-|
1.50 kN
Figure Q2: Load hanger with two wires
(a)
Draw free-body diagram of ACD and establish the equations of equilibrium.
(b)
Determine tensile forces in wires at A and B.
(c)
If the ultimate yield strength and modulus of elasticity of A-36 steel are 250 MPa and
200 GPa, respectively, ascertain whether the wires remain in the elastic property.
(d)
Determine the angle of rotation of the rigid link ACD.
|

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