8 Calculate the forces in the members of the truss shown in Fig. P.16.8 and the vertical and horizontal components of the reactions at the supports; all members of the truss have the same cross-sectional properties. Ans. Ra,v=67.52 kN, RA.H=70.06 kN=RF.H, RE.y=32.48 kN AB = -32.48 kN, AD=-78.31 kN, BC=-64.98 kN, BD=72.65 kN, CD=-100.0 kN, CE=-64.98 kN, DE=72.65 kN, DF=-70.06 kN, EF =-32.49 kN.
8 Calculate the forces in the members of the truss shown in Fig. P.16.8 and the vertical and horizontal components of the reactions at the supports; all members of the truss have the same cross-sectional properties. Ans. Ra,v=67.52 kN, RA.H=70.06 kN=RF.H, RE.y=32.48 kN AB = -32.48 kN, AD=-78.31 kN, BC=-64.98 kN, BD=72.65 kN, CD=-100.0 kN, CE=-64.98 kN, DE=72.65 kN, DF=-70.06 kN, EF =-32.49 kN.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:8 Calculate the forces in the members of the truss shown in Fig. P.16.8 and the vertical and
horizontal components of the reactions at the supports; all members of the truss have the same
cross-sectional properties.
Ans. Ra,v=67.52 kN, RA.H=70.06 kN=RF.H, RE.y=32.48 kN
AB = -32.48 kN, AD=-78.31 kN, BC=-64.98 kN, BD=72.65 kN,
CD=-100.0 kN, CE=-64.98 kN, DE=72.65 kN, DF=-70.06 kN,
EF=-32.49 kN.
Transcribed Image Text:100 kN
2.5 m
5 m
5 m
5 m
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