Derive the moment value (in lb) 27 ft to the right of point A in segment EF.* Your answer In your answer sheet, draw the shear and moment diagrams under the load diagram, specifying values at all change of loading positions and at all points of zero shear. Use the following scale: Forthe shear diagram: 1 cm = 20 lb. load and 1 cm= 1ft. length. For the moment diagram: 1 cm = 100 lb. load and 1 cm = 1ft. length.,

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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F1 lb
F2 lb/ft
F3 lb/ft
BI
D EC
3 ft
6 ft
9 ft
13ft
9 ft
F1 = 12, F2 = 15, F3 = 21
Transcribed Image Text:F1 lb F2 lb/ft F3 lb/ft BI D EC 3 ft 6 ft 9 ft 13ft 9 ft F1 = 12, F2 = 15, F3 = 21
Derive the moment value (in lb) 27 ft to theright of point A in segment EF. *
Your answer
In your answer sheet, draw the shear and moment diagrams under the load
diagram, specifying values at all change of loading positions and at all points
of zero shear. Use the following scale: For the shear diagram: 1 cm3=
load and 1 cm= 1ft. length. For the moment diagram: 1cm = 10o Ib. load and1
cm= 1ft. length.,
20 lb.
%3D
Transcribed Image Text:Derive the moment value (in lb) 27 ft to theright of point A in segment EF. * Your answer In your answer sheet, draw the shear and moment diagrams under the load diagram, specifying values at all change of loading positions and at all points of zero shear. Use the following scale: For the shear diagram: 1 cm3= load and 1 cm= 1ft. length. For the moment diagram: 1cm = 10o Ib. load and1 cm= 1ft. length., 20 lb. %3D
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