A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A1 = 0.35 in.2 and a length of L1 = 120 in. Bar (2) has an area of A2 = 0.35 in.2 and a length of L2 = 90 in. Bar (3) has an area of A3 = 0.20 in.2 and a length of L3 = 45 in. The loads and angles are P = 29 kips, α = 32°, Q = 11 kips, β = 57°, and R = 14 kips. Determine the vertical deflection of end A. A downwards deflection is positive, while an upw

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
 
 
 
 
 
A compound steel (E = 30,000 ksi) bar is subjected to the loads shown.  Bar (1) has a cross-sectional area of A1 = 0.35 in.2 and a length of L1 = 120 in.  Bar (2) has an area of A2 = 0.35 in.2 and a length of L2 = 90 in.  Bar (3) has an area of A3 = 0.20 in.2 and a length of L3 = 45 in.  The loads and angles are P = 29 kips, α = 32°, Q = 11 kips, β = 57°, and R = 14 kips.  Determine the vertical deflection of end A. A downwards deflection is positive, while an upwards deflection is negative.
A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A₁ = 0.35 in.² and a length
of L₁ = 120 in. Bar (2) has an area of A₂ = 0.35 in.² and a length of L₂ = 90 in. Bar (3) has an area of A3 = 0.20 in.² and a length of L3 = 45
in. The loads and angles are P = 29 kips, a = 32°, Q = 11 kips, B = 57°, and R = 14 kips. Determine the vertical deflection of end A. A
downwards deflection is positive, while an upwards deflection is negative.
D
(1)
L₁
P
Answer:
ŌA
i
B
V
A
(2)
(3)
R
α
В
Q
P
L2
L3
in.
Transcribed Image Text:A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A₁ = 0.35 in.² and a length of L₁ = 120 in. Bar (2) has an area of A₂ = 0.35 in.² and a length of L₂ = 90 in. Bar (3) has an area of A3 = 0.20 in.² and a length of L3 = 45 in. The loads and angles are P = 29 kips, a = 32°, Q = 11 kips, B = 57°, and R = 14 kips. Determine the vertical deflection of end A. A downwards deflection is positive, while an upwards deflection is negative. D (1) L₁ P Answer: ŌA i B V A (2) (3) R α В Q P L2 L3 in.
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