al and vertical components of the displacement of joint B produced by the 100-kip load. The area of all bars is 4.8 in.2 and E = 24,000 kips/

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the truss in the given figure, compute the horizontal and vertical components of the displacement of joint B produced by the 100-kip load. The area of all bars is 4.8 in.2 and E = 24,000 kips/in.2.

For the truss in the given figure, compute the horizontal and vertical components of the displacement of joint B produced by the 100-
kip load. The area of all bars is 4.8 in.2 and E=24,000 kips/in.2.
P = 100 kips
15
B
15
E
20
20
The horizontal component of the displacement for joint Bis Õ BX=
5.83
in.
The vertical component of the displacement for joint Bis o By=
0.234 in.
Transcribed Image Text:For the truss in the given figure, compute the horizontal and vertical components of the displacement of joint B produced by the 100- kip load. The area of all bars is 4.8 in.2 and E=24,000 kips/in.2. P = 100 kips 15 B 15 E 20 20 The horizontal component of the displacement for joint Bis Õ BX= 5.83 in. The vertical component of the displacement for joint Bis o By= 0.234 in.
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