1. Compute the reactions and draw the shear and moment curves for the beam in the Figure. Assume constant EI. Use: c) Slope Deflection Method. 12 kip AT 6 ft B - 6 ft + -12 ft-- 3 kip/ft
1. Compute the reactions and draw the shear and moment curves for the beam in the Figure. Assume constant EI. Use: c) Slope Deflection Method. 12 kip AT 6 ft B - 6 ft + -12 ft-- 3 kip/ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. Compute the reactions and draw the shear and moment curves for
the beam in the Figure. Assume constant EI.
Use:
c) Slope Deflection Method.
AT
12 kip
Honto
B
6 ft
+
-12 ft--
3 kip/ft
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