Determine the slopes and deflections at points B and D of the beam shown. a. Using the Double Integration Method. b. Using the Moment-Area Method. c. Using the Conjugate Beam Method. 37 kN/m Hinge 155 kN A 5 m- -2.5 m -2.5 m- El = constant E = 200 GPa I = 146 × 10° mm
Determine the slopes and deflections at points B and D of the beam shown. a. Using the Double Integration Method. b. Using the Moment-Area Method. c. Using the Conjugate Beam Method. 37 kN/m Hinge 155 kN A 5 m- -2.5 m -2.5 m- El = constant E = 200 GPa I = 146 × 10° mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Determine the slopes and deflections at points B and D of the beam shown.
a. Using the Double Integration Method.
b. Using the Moment-Area Method.
c. Using the Conjugate Beam Method.
37 kN/m
Hinge
155 kN
A
5 m-
-2.5 m -2.5 m-
El = constant
E = 200 GPa
I = 146 × 10° mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F70dbb7b1-7c7d-43c4-b873-ff0072e3c8a1%2F136cb371-90cb-4d7b-a913-8b586682249c%2Ffddsg9j_processed.png&w=3840&q=75)
Transcribed Image Text:Determine the slopes and deflections at points B and D of the beam shown.
a. Using the Double Integration Method.
b. Using the Moment-Area Method.
c. Using the Conjugate Beam Method.
37 kN/m
Hinge
155 kN
A
5 m-
-2.5 m -2.5 m-
El = constant
E = 200 GPa
I = 146 × 10° mm
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