Problem 3: For the truss structure and loading shown below, compute the horizontal deflection at joint B produced by the 40-kip load. The area of all bars in units of square inches is shown in the sketch of the truss; E = 30,000 Kips/in². 5 2 15'. B 4 D + 2 5 15' C 20' P = 40 kips
Problem 3: For the truss structure and loading shown below, compute the horizontal deflection at joint B produced by the 40-kip load. The area of all bars in units of square inches is shown in the sketch of the truss; E = 30,000 Kips/in². 5 2 15'. B 4 D + 2 5 15' C 20' P = 40 kips
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 14P
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Transcribed Image Text:Problem 3:
For the truss structure and loading shown below, compute the horizontal deflection at joint B
produced by the 40-kip load. The area of all bars in units of square inches is shown in the sketch
of the truss; E = 30,000 kips/in².
5
2
15'
B
D
+
2
5
15'
с
20'
P = 40 kips
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