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Unformatted text preview: loads acting perpendicular to the windward side at joints , A E and . F The magnitudes of the loads are as shown in Figure Q2. Determine the forces in members CD , DE and . CG Triangle CDF is an equilateral triangle and joints E and G are at the midpoints of their respective sides. Figure Q2 #(ANS) 20.2 kN (Tension) CD F = #(ANS) 0 kN CG F = #(ANS) 10.4 kN (Compression) DE F = G F E D C B A 10 kN 8 kN 5 kN 3 m 2 m 3 m 3 m...
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This note was uploaded on 02/25/2011 for the course EG 1109 taught by Professor Prof during the Spring '11 term at National University of Singapore.
- Spring '11