A horizontal bar supported by two suspended verti- cal wires 240 mm apart fixed to a rigid support. A load W is attached to the bar. The left-hand side wire is of copper with a diameter of 5 mm and the right-hand side wire is of steel of 3-mm diameter. The length of both the wires is 4 m initially. Find the position of the weight on the bar relative to the copper wire so that both the wires extend by the Example 1.21 4 m same amount. 240 mm Also, calculate the load, stresses and the elongation of each wire if W = I kN. Neglect the weight of the bar and take E, = 210 GPa and E, 120 GPa. %3D %3D Solution Given A horizontal bar system as shown in Fig. 1.35. Both wires extend by the same amount. COPPER STEEL

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A horizontal bar supported by two suspended verti-
cal wires 240 mm apart fixed to a rigid support. A
with
Example 1.21 ||
load W is attached to the bar. The left-hand side wire is of copper a
diameter of 5 mm and the right-hand side wire is of steel of 3-mm diameter.
The length of both the wires is 4 m initially. Find the position of the weight
on the bar relative to the copper wire so that both the wires extend by the
4 m
same amount.
240 mm
Also, calculate the load, stresses and the elongation of each wire if W = kN.
Neglect the weight of the bar and take E, = 210 GPa and E = 120 GPa.
%3D
Solution
Given A horizontal bar system as shown in Fig. 1.35. Both wires extend by A
the same amount.
W
COPPER
STEEL
Transcribed Image Text:A horizontal bar supported by two suspended verti- cal wires 240 mm apart fixed to a rigid support. A with Example 1.21 || load W is attached to the bar. The left-hand side wire is of copper a diameter of 5 mm and the right-hand side wire is of steel of 3-mm diameter. The length of both the wires is 4 m initially. Find the position of the weight on the bar relative to the copper wire so that both the wires extend by the 4 m same amount. 240 mm Also, calculate the load, stresses and the elongation of each wire if W = kN. Neglect the weight of the bar and take E, = 210 GPa and E = 120 GPa. %3D Solution Given A horizontal bar system as shown in Fig. 1.35. Both wires extend by A the same amount. W COPPER STEEL
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