PLATE 2 a Using the slope-deflection method, compute the end moment of members of the beams shown in Figure P11.1 through Figure P11.5 and draw the bending moment and shear force diagrams. El = constant.
PLATE 2 a Using the slope-deflection method, compute the end moment of members of the beams shown in Figure P11.1 through Figure P11.5 and draw the bending moment and shear force diagrams. El = constant.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![PLATE 2
a Using the slope-deflection method, compute the end moment of members of the beams
shown in Figure P11.1 through Figure P11.5 and draw the bending moment and shear force
diagrams. El = constant.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93183bd0-c77a-4c01-94f2-f3620495caaf%2Fd81d0594-5eca-4b59-aa00-a24558968c42%2Fop62k3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:PLATE 2
a Using the slope-deflection method, compute the end moment of members of the beams
shown in Figure P11.1 through Figure P11.5 and draw the bending moment and shear force
diagrams. El = constant.
![12 kips
2.5 kips/ft
A
D
D00.
C
6 ft
9 ft
9 ft
Fig. P11.3. Beam.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93183bd0-c77a-4c01-94f2-f3620495caaf%2Fd81d0594-5eca-4b59-aa00-a24558968c42%2F5gusc8t_processed.jpeg&w=3840&q=75)
Transcribed Image Text:12 kips
2.5 kips/ft
A
D
D00.
C
6 ft
9 ft
9 ft
Fig. P11.3. Beam.
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