5. The Fink truss shown in Figure 1-63 is supported on rollers at A and hinged at B. The uniformly distributed load weighing 150 lb per linear foot is perpendicular to the inclined members. Members CD and FG are respectively perpendicular to AE and BE at their midpoints. Determine the reactions at A and B. 1500 lb E 150 lb/ft 12' 10 A

Structural Analysis
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Chapter2: Loads On Structures
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5. The Fink truss shown in Figure 1-63 is supported on rollers at A and hinged at B. The
uniformly distributed load weighing 150 lb per linear foot is perpendicular to the inclined
members. Members CD and FG are respectively perpendicular to AE and BE at their
midpoints. Determine the reactions at A and B.
1500 lb
E
150 1b/ft
12'
G
10'
А
B
D
F
30°
2000 lb
2000 lb
48'
Figure 1-63
Transcribed Image Text:5. The Fink truss shown in Figure 1-63 is supported on rollers at A and hinged at B. The uniformly distributed load weighing 150 lb per linear foot is perpendicular to the inclined members. Members CD and FG are respectively perpendicular to AE and BE at their midpoints. Determine the reactions at A and B. 1500 lb E 150 1b/ft 12' G 10' А B D F 30° 2000 lb 2000 lb 48' Figure 1-63
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