The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 110 GPa] with a cross-sectional area of A1 = 520 mm?. Bar (2) is an aluminum alloy [E = 67 GPa] with a cross-sectional area of A2 = 280 mm?. A concentrated load of P = 88 kN acts on the structure at D. Assume L1=800 mm., L2=390 mm., a=510 mm., b=300 mm., and c= 1130 mm. Determine: (a) the normal stresses 01, 02 in both bars (1) and (2). (b) the downward deflection vo of point D on the rigid bar.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 110 GPa] with a cross-sectional area of A1 = 520 mm?. Bar (2) is an aluminum alloy [E = 67 GPa] with a cross-sectional area of A2 = 280 mm?. A concentrated load of P = 88 kN acts on the structure at D. Assume L1=800 mm., L2=390 mm., a=510 mm., b=300 mm., and c= 1130 mm. Determine: (a) the normal stresses 01, 02 in both bars (1) and (2). (b) the downward deflection vo of point D on the rigid bar.
Answers:
(a) σ₁ =
(b) VD=
i
i
MPa, 0₂
mm.
=
M
MPa
Transcribed Image Text:Answers: (a) σ₁ = (b) VD= i i MPa, 0₂ mm. = M MPa
The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 110 GPa] with a cross-sectional
area of A₁ = 520 mm². Bar (2) is an aluminum alloy [E = 67 GPa] with a cross-sectional area of A₂ = 280 mm². A concentrated load of P
= 88 kN acts on the structure at D. Assume L₁-800 mm., L2=390 mm., a-510 mm., b=300 mm., and c=1130 mm. Determine:
(a) the normal stresses 0₁, 0₂ in both bars (1) and (2).
(b) the downward deflection vp of point D on the rigid bar.
a
b
(1)
L₁
L2
B
C
C
D
P
Transcribed Image Text:The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 110 GPa] with a cross-sectional area of A₁ = 520 mm². Bar (2) is an aluminum alloy [E = 67 GPa] with a cross-sectional area of A₂ = 280 mm². A concentrated load of P = 88 kN acts on the structure at D. Assume L₁-800 mm., L2=390 mm., a-510 mm., b=300 mm., and c=1130 mm. Determine: (a) the normal stresses 0₁, 0₂ in both bars (1) and (2). (b) the downward deflection vp of point D on the rigid bar. a b (1) L₁ L2 B C C D P
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