We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than the moment of inertia of member BC. We also know that E = 5000 ksi, I = 1000 in“. You are asked to calculate the deflection of point C, using %3D %3D the unit load method. 2 kip/ft 5 kip 2I 10 ft 10 ft
We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than the moment of inertia of member BC. We also know that E = 5000 ksi, I = 1000 in“. You are asked to calculate the deflection of point C, using %3D %3D the unit load method. 2 kip/ft 5 kip 2I 10 ft 10 ft
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 57P
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
Transcribed Image Text:We are given the beam shown in Fig. 4. The moment of inertia of member AB is two
times bigger than the moment of inertia of member BC. We also know that
E = 5000 ksi, I = 1000 in“. You are asked to calculate the deflection of point C, using
the unit load method.
2 kip/ft
5 kip
C
2I
I.
10 ft
10 ft
Figure 4
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