105 GPa) has Prob 6. The rigid bar below is supported by a pin at E and two rods. The brass rod AC (Ebrass 120 a diameter of 30 mm. The copper rod BD (Ecopper GPa) with a diameter of 60 mm. A load of 40 kN is applied at the end as shown. (a) Determine the stresses in both rods. (b) Determine the vertical displacement of the points C and D. TTTTT 1m 4414 A 1m 2 m L 1.5 m D -0.75 m 40 kN
105 GPa) has Prob 6. The rigid bar below is supported by a pin at E and two rods. The brass rod AC (Ebrass 120 a diameter of 30 mm. The copper rod BD (Ecopper GPa) with a diameter of 60 mm. A load of 40 kN is applied at the end as shown. (a) Determine the stresses in both rods. (b) Determine the vertical displacement of the points C and D. TTTTT 1m 4414 A 1m 2 m L 1.5 m D -0.75 m 40 kN
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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Transcribed Image Text:Prob 6. The rigid bar below is supported by a pin at E
and two rods. The brass rod AC (Ebrass 105 GPa) has
a diameter of 30 mm. The copper rod BD (Ecopper
= 120
GPa) with a diameter of 60 mm. A load of 40 kN is applied
at the end as shown. (a) Determine the stresses in both rods.
(b) Determine the vertical displacement of the points C and
D.
=
1 m
1 m
2 m
1.5 m
1/1
B
0.75 m
40 kN
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Step 1: Given data
VIEWStep 2: Draw force and deflection FBD of rigid rod and calculation for the force and deflection equations
VIEWStep 3: Calculation of forces acting on the brass and copper rods
VIEWStep 4: Calculation of stresses on both the rods
VIEWStep 5: Calculation of the vertical displacement of the points C and D
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