Draw the shear moment diagrams for the beam loaded as shown in the figure below: al A FA 12 ft W1=2 kips/ft patrock Moment centroid 6f1 = 19,2059 5 ft W2=5 kips/ft К 25,000 Fy=C Mement centi FA+Fc = (a 14.5 с Fol - 9,7941

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Draw the shear moment diagrams for the beam loaded as shown in the figure below:
Al
FA
12 ft
W1=2 kips/ft
Moment centroid
612
= 19,2059
+
24,000k
5 ft
W2=5 kips/ft
25,000 k
Fy=0
Mement centi FA+ Fc = (24) + (2
254/2
14.5
Fol=29,7941
с
Transcribed Image Text:Draw the shear moment diagrams for the beam loaded as shown in the figure below: Al FA 12 ft W1=2 kips/ft Moment centroid 612 = 19,2059 + 24,000k 5 ft W2=5 kips/ft 25,000 k Fy=0 Mement centi FA+ Fc = (24) + (2 254/2 14.5 Fol=29,7941 с
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