Determine the reactions at the supports, then draw the shear and momont diagrams. Use the slope deflection method only. All fixed. 320 lb/ft 200 lb/ft |= 4,000 in TB |= 6,000 in Ic 20 ft 30 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the reactions at
the Support, then draw the
shear and moment diagrams.
use the slope deflechion
method only. Al fixed.
320 lb/ft
200 lb/ft
|= 4,000 in
IB
|= 6,000 in
Ic
20 ft
30 ft
Transcribed Image Text:Determine the reactions at the Support, then draw the shear and moment diagrams. use the slope deflechion method only. Al fixed. 320 lb/ft 200 lb/ft |= 4,000 in IB |= 6,000 in Ic 20 ft 30 ft
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