2. Determine the forces in member BC, BE and EF of the truss shown in the figure by Method of sections. a 50 kN RA 20 kN Roy 3 panels @ 1.5 m-4.50 m- CBE = 33.7 DEGREES RDx RD

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Chapter2: Loads On Structures
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2. Determine the forces in member BC, BE and EF of the truss shown in the figure by Method of
sections.
a
50 KN
atd
RA
20 KN
3 panels @ 1.5 m- 4.50 m-
CBE =
Roy
33.7 DEGREES
RDx
Ro
Transcribed Image Text:2. Determine the forces in member BC, BE and EF of the truss shown in the figure by Method of sections. a 50 KN atd RA 20 KN 3 panels @ 1.5 m- 4.50 m- CBE = Roy 33.7 DEGREES RDx Ro
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