Byusing ConjugateBeamMethod, Determinethedeflection 3mtotheleft of rollersupport 55 kN 30 kN/m B A C 9 m +3m- El = constant E = 200 GPa I = 830 x 106 mm
Byusing ConjugateBeamMethod, Determinethedeflection 3mtotheleft of rollersupport 55 kN 30 kN/m B A C 9 m +3m- El = constant E = 200 GPa I = 830 x 106 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:4. Byusing Conjugate BeamMethod, Determinethedeflection 3mtotheleft of rollersupport.
55 kN
30 kN/m
+3 m-
9 m
El = constant
%3D
E = 200 GPa
I = 830 x 106 mm4
(a) Real Beam
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