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

Structural Analysis
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Chapter2: Loads On Structures
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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
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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