PROBLEM 3.70 Two 80-N forces are applied as shown to the corners B and D of a rectangular plate. (a) Determine the moment of the couple formed by the two forces by resolving each force into horizontal and vertical components and adding the moments of the two resulting couples. (b) Use the result obtained to determine the perpendicular distance between lines BE and DF. SOLUTION (a) Resolving forces into components: P (80 N)sin 50 61.284 N Q (80 N)cos50 M (51.423 N)(0.5 m) (61.284 N)(0.3 m) 7.3263 N m M (b) 51.423 N 7.33 N m Distance between lines BE and DF M or Fd 7.3263 N m=(80 N)d d 0.091579 m d 91.6 mm Copyright © McGraw-Hill Education. Permission required for reproduction or display. PROBLEM 3.72 Four 1 12 -in.-diameter pegs are attached to a board as shown. Two strings are passed around the pegs and pulled with the forces indicated. (a) Determine the resultant couple acting on the board. (b) If only one string is used, around which pegs should it pass and in what directions should it be pulled to create the same couple with the minimum tension in the string? (c) What is the value of that minimum tension? SOLUTION M (a) (60 lb)(10.5 in.) (40 lb)(13.5 in.) 630 lb in. 540 lb in. M (b) 1170 lb in. With only one string, pegs A and D, or B and C should be used. We have tan 9 12 36.9 90 53.1 Direction of forces: (c) With pegs A and D: 53.1 With pegs B and C: 53.1 The distance between the centers of the two pegs is 122 92 15 in. Therefore, the perpendicular distance d between the forces is d 15 in. 2 3 in. 4 16.5 in. We must have M Fd 1170 lb in. F (16.5 in.) F 70.9 lb Copyright © McGraw-Hill Education. Permission required for reproduction or display. PROBLEM 3.82 The tension in the cable attached to the end C of an adjustable boom ABC is 560 lb. Replace the force exerted by the cable at C with an equivalent force-couple system (a) at A, (b) at B. SOLUTION (a) Based on F : FA T or 560 lb FA M A: M A 560 lb 20.0° (T sin 50 )(d A ) (560 lb)sin 50 (18 ft) 7721.7 lb ft or (b) MA Based on F : FB T or 560 lb FB M B: MB 7720 lb ft 560 lb 20.0° (T sin 50 )(d B ) (560 lb)sin 50°(10 ft) 4289.8 lb ft or MB 4290 lb ft Copyright © McGraw-Hill Education. Permission required for reproduction or display.
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