B T² 15 ft 1 k/ft Tig 100 k.ft 15 ft A + 15 ft El = constant E = 29,000 ksi I= 3,500 in.4
B T² 15 ft 1 k/ft Tig 100 k.ft 15 ft A + 15 ft El = constant E = 29,000 ksi I= 3,500 in.4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Determine the reactions and draw the shear and beading moment diagrams by using the
slope-deflection method.
B
T
15 ft
1 k/ft
thg
100 k.ft
A
-15 ft
ft▬▬▬1:
-15 ft-
EI = constant
E = 29,000 ksi
I = 3,500 in.4](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7028b1cd-8c1f-4790-b633-f84967693ac9%2F27fb1e7b-25ab-4b5e-8621-0c211a3e5dbc%2Fqcy0tq_processed.png&w=3840&q=75)
Transcribed Image Text:Determine the reactions and draw the shear and beading moment diagrams by using the
slope-deflection method.
B
T
15 ft
1 k/ft
thg
100 k.ft
A
-15 ft
ft▬▬▬1:
-15 ft-
EI = constant
E = 29,000 ksi
I = 3,500 in.4
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