11-1. Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inerti of each span is indicated in the figure. Assume the suppor at B is a roller and A and C are fixed. E = 29(10³) ksi. A 800 lb/ft IAB = 900 in4 30 k C 4.4 IB IBC = 1200 in4|

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Please solve this problem using the slope deflection method and show all steps please
11-1. Determine the moments at A, B, and C, then draw
the moment diagram for the beam. The moment of inertia
of each span is indicated in the figure. Assume the support
at B is a roller and A and C are fixed. E = 29(10³) ksi.
A
800 lb/ft
TAB = 900 in4
24 ft
Prob. 11-1
IB
30 k
I
IBC = 1200 in4
180-
8 ft-8 ft-
Transcribed Image Text:11-1. Determine the moments at A, B, and C, then draw the moment diagram for the beam. The moment of inertia of each span is indicated in the figure. Assume the support at B is a roller and A and C are fixed. E = 29(10³) ksi. A 800 lb/ft TAB = 900 in4 24 ft Prob. 11-1 IB 30 k I IBC = 1200 in4 180- 8 ft-8 ft-
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