PE Problem for Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by conjugate beam method or Castigliano's theorem.* 6.67KN/m 2m 2m 3.0m B The modulus of rigidity is 5.4x10 KNm?
PE Problem for Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by conjugate beam method or Castigliano's theorem.* 6.67KN/m 2m 2m 3.0m B The modulus of rigidity is 5.4x10 KNm?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PE Problem for Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by conjugate beam method or Castigliano's theorem.
![PE Problem for Modules 3.3 and 3.4: Determine the deflection at the end
of the overhang by conjugate beam method or Castigliano's theorem. *
6.67KN/m
D
2m
2m
3.0m
B
The modulus of rigidity is 5.4×103KNM?
18 mm
28 mm
38 mm
48 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff97e7f2b-c889-4f50-82ac-482739f87317%2F271cdbe6-3149-4a1a-be4d-4cca70f317b7%2Ffec44nq_processed.png&w=3840&q=75)
Transcribed Image Text:PE Problem for Modules 3.3 and 3.4: Determine the deflection at the end
of the overhang by conjugate beam method or Castigliano's theorem. *
6.67KN/m
D
2m
2m
3.0m
B
The modulus of rigidity is 5.4×103KNM?
18 mm
28 mm
38 mm
48 mm
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