The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 78 GPa] with a cross-sectional area of A₁ = 830 mm². Bar (2) is a bronze alloy [E = 116 GPa] with a cross-sectional area of A₂ = 500 mm². Assume L₁=2.8 m, L₂=3.4 m, a=0.6 m, b=1.3 m, and c= 1.2 m. All bars are unstressed before the load P is applied; however, there is a 2.9-mm clearance in the pin connection at A. If a load of P = 41 kN is applied at B, determine: (a) the normal stresses 0₁, 02, in both bars (1) and (2). (b) the normal strains & 1, 2, in bars (1) and (2). (c) determine the downward deflection VA of point A on the rigid bar.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 78 GPa] with a
cross-sectional area of A₁ = 830 mm². Bar (2) is a bronze alloy [E = 116 GPa] with a cross-sectional area of A₂ = 500 mm². Assume
L₁=2.8 m, L₂=3.4 m, a=0.6 m, b=1.3 m, and c=1.2 m. All bars are unstressed before the load P is applied; however, there is a 2.9-mm
clearance in the pin connection at A. If a load of P = 41 kN is applied at B, determine:
(a) the normal stresses 0₁, 02, in both bars (1) and (2).
(b) the normal strains E1, E2, in bars (1) and (2).
(c) determine the downward deflection VA of point A on the rigid bar.
(1)
A
Answers:
(a) σ₁ =
(b) & ₁ =
(c) VA =
i
i
L₁
B
P
33.795
0.4332
-1.688
b
(2)
L2
MPa, σ₁ =
με, ε =
mm.
i
D
i 25.9
0.223
MPa.
με.
+
Transcribed Image Text:6 The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 78 GPa] with a cross-sectional area of A₁ = 830 mm². Bar (2) is a bronze alloy [E = 116 GPa] with a cross-sectional area of A₂ = 500 mm². Assume L₁=2.8 m, L₂=3.4 m, a=0.6 m, b=1.3 m, and c=1.2 m. All bars are unstressed before the load P is applied; however, there is a 2.9-mm clearance in the pin connection at A. If a load of P = 41 kN is applied at B, determine: (a) the normal stresses 0₁, 02, in both bars (1) and (2). (b) the normal strains E1, E2, in bars (1) and (2). (c) determine the downward deflection VA of point A on the rigid bar. (1) A Answers: (a) σ₁ = (b) & ₁ = (c) VA = i i L₁ B P 33.795 0.4332 -1.688 b (2) L2 MPa, σ₁ = με, ε = mm. i D i 25.9 0.223 MPa. με. +
Answers:
(a) 0₁ =
i 24.7
MPa, 0₁ =
i 41.0
MPa.
(b) &₁
&1
i 0.0015
=
με,ε2 =
i
mm.
0.0009
με.
(c) VA =
i
1.688
7
OL
Transcribed Image Text:Answers: (a) 0₁ = i 24.7 MPa, 0₁ = i 41.0 MPa. (b) &₁ &1 i 0.0015 = με,ε2 = i mm. 0.0009 με. (c) VA = i 1.688 7 OL
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