Three wires AB, CD and E made of copper, brass and steel respectively, are used to support a Rigid horizontal bar BDF as sown. These wires are unstressed prior to loading. Assuming that the weight of the bar BDF is negligible, determine the load P wich may be applied, to maintain the horizontally after the temperature of all three wires is raised by 20°C. Use the data in Table shown below. 1000 mm I500 mm TE Copper (AB) Brass (CD) Steel (EF) TA Area (mm) Length (m) E (GPa) a (x 10 m/m C) 200 300 1.50 100 1.75 2.00 120 90 200 11.7 16.8 20.0 Copper Brass Steel Hint: Draw the free body diagram of the bar BDF. From it derive relevant equilibrium and deformation equations. 100 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
100%
Find P
Copper (AB)
Brass (CD)
Steel (EF)
Area (mm)
Length (m)
E (GPa)
a (x 10- m/m°C)
200
300
1.50
100
1.75
120
2.00
90
200
16.8
20.0
11.7
Hint: Draw the free body diagram of the bar BDF. From it derive relevant
equilibrium and deformation equations.
Transcribed Image Text:Copper (AB) Brass (CD) Steel (EF) Area (mm) Length (m) E (GPa) a (x 10- m/m°C) 200 300 1.50 100 1.75 120 2.00 90 200 16.8 20.0 11.7 Hint: Draw the free body diagram of the bar BDF. From it derive relevant equilibrium and deformation equations.
4G ul Gl 00
22:15
6 67%
HEME
Three wires AB, CD and E made of copper, brass and steel respectively, are used to support a
Rigid horizontal bar BDF as sown. These wires are unstressed prior to loading. Assuming that
the weight of the bar BDF is negligible, determine the load P wich may be applied, to maintain the
horizontally after the temperature of all three wires is raised by 20° C. Use the data in Table shown
below.
1000 mm
1500 mm
Copper (AB)
Brass (CD)
Steel (EF)
JA
Area (mm)
Length (m)
E (GPa)
a (x 10- m/m°C)
200
300
100
1.75
1.50
2.00
200
120
90
16.8
20.0
11.7
Copper
Brass
Steel
Hint: Draw the free body diagram of the bar BDF. From it derive relevant
equilibrium and deformation equations.
100 mm
II
Transcribed Image Text:4G ul Gl 00 22:15 6 67% HEME Three wires AB, CD and E made of copper, brass and steel respectively, are used to support a Rigid horizontal bar BDF as sown. These wires are unstressed prior to loading. Assuming that the weight of the bar BDF is negligible, determine the load P wich may be applied, to maintain the horizontally after the temperature of all three wires is raised by 20° C. Use the data in Table shown below. 1000 mm 1500 mm Copper (AB) Brass (CD) Steel (EF) JA Area (mm) Length (m) E (GPa) a (x 10- m/m°C) 200 300 100 1.75 1.50 2.00 200 120 90 16.8 20.0 11.7 Copper Brass Steel Hint: Draw the free body diagram of the bar BDF. From it derive relevant equilibrium and deformation equations. 100 mm II
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