50 k A C D B 9 ft 9 ft 18 ft El = constant E = 29,000 ksi I = 4,000 in.4 %3D
50 k A C D B 9 ft 9 ft 18 ft El = constant E = 29,000 ksi I = 4,000 in.4 %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Write shear and moment equations for the entire beam. Draw the shear and moment diagram. Draw the Qualitative Sketch of Deflected Shape.
Using Double Intergration find the slope and deflection at point C. Using moment area method find the slope and deflection at point B.
Transcribed Image Text:50k
C
9 ft
9 ft
18 ft
El = constant
E = 29,000 ksi
| = 4,000 in.
4
%3D
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