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Lesson in statics with sample problems
Typology: Lecture notes
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Moment at pt. A: M =800 N x 2.5 m M = 2000 N − m Moment at pt. B: M =800 N x 1.5 m M = 1200 N − m Moment at pt. C: Mେ =800 N x 0 m Mେ = 0 N − m Moment at pt. D: Mୈ =800 N x^ 0.5 m Mୈ =400 N − m
ଶ ଶ ଶ ଶ
RESULTANT OF COPLANAR PARALLEL FORCE SYSTEM
1. Determine the resultant of the parallel force system acting on the bar AB shown below. The forces and positions are given in the figure.
2. Determine the resultant force and specify where it acts on the beam measured from A.
R = ΣFy + 900 lb + 150 lb (^) + 500 lb 𝐑 = 155 𝟎 𝐥𝐛 Rd = ΣFx (1550 lb)d = (^) (900 lb x 3 ft) + (150 lb x 4 ft) 𝐝 = 5.03 𝐟𝐭
1 2 ( 50 lb ft ) 6 ft = 150 lb 150 lb ft 6ft = 900 lb R = 3 ft 2 3 6ft = 4 ft