The beam shown in the figure carries loads of 20kN and 40kN at point C and D respectively and produces a deflection of 6mm at point E. To produce a deflection of 8mm and 5mm at C and D respectively, the load required at E would be 20kN 40KN C Ст oc DY 18 E

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam shown in the figure carries loads of 20kN and 40kN at point C and D respectively and
produces a deflection of 6mm at point E. To produce a deflection of 8mm and 5mm at C and D
respectively, the load required at E would be
20kN
40kN
C
oc
DY
Od
E
Transcribed Image Text:The beam shown in the figure carries loads of 20kN and 40kN at point C and D respectively and produces a deflection of 6mm at point E. To produce a deflection of 8mm and 5mm at C and D respectively, the load required at E would be 20kN 40kN C oc DY Od E
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