determine the rotation and vertical deflection at point C for the beam shown in Figure(1). 6 kips C Figure (1) B. E=29000ksi 21 F1000in -15.0n 15.0f

Structural Analysis
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Chapter2: Loads On Structures
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M 1::ro
H.W.5.png >
determine the rotation and vertical deflection at point C for the beam shown in Figure(1).
6 kips
A
Figure (1)
21
в
E=29000ksi
-1000in
15.0f
-15.0t
II
Transcribed Image Text:M 1::ro H.W.5.png > determine the rotation and vertical deflection at point C for the beam shown in Figure(1). 6 kips A Figure (1) 21 в E=29000ksi -1000in 15.0f -15.0t II
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