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PROBLEM 3.101 Five separate force-couple systems act at the corners of a metal block, which has been machined into the shape shown. Determine which of these systems is equivalent to a force ( )10 N=F j and a couple of moment ( ) ( )6 N m 4 N m= ⋅ + ⋅M i k located at point A. SOLUTION The equivalent force-couple system at A for each of the five force-couple systems will be determined. Each will then be compared to the given force-couple system to determine if they are equivalent. Force-couple system at B Have ( ): 10 NΣ =F j F or ( )10 N=F j and ( )/:A B B AΣ Σ + =M M r F M× ( ) ( ) ( ) ( )4 N m 2 N m 0.2 m 10 N⋅ + ⋅ + =i k i j M× ( ) ( )4 N m 4 N m= ⋅ + ⋅M i k Comparing to given force-couple system at A, Is Not Equivalent W Force-couple system at C Have ( ): 10 NΣ =F j F or ( )10 N=F j and ( )/:A C C AΣ + =M M r F M× ( ) ( ) ( ) ( )8.5 N m 0.2 m 0.25 m 10 N ⋅ + + = i i k j M× ( ) ( )6 N m 2.0 N m= ⋅ + ⋅M i k Comparing to given force-couple system at A, Is Not Equivalent W PROBLEM 3.101 CONTINUED Force-couple system at E Have ( ): 10 NΣ =F j F or ( )10 N=F j and ( )/:A E E AMΣ + =M r F M× ( ) ( ) ( ) ( )6 N m 0.4 m 0.08 m 10 N ⋅ + − = i i j j M× ( ) ( )6 N m 4 N m= ⋅ + ⋅M i k Comparing to given force-couple system at A, Is Equivalent W Force-couple system at G Have ( ) ( ): 10 N 10 NΣ + =F i j F or ( ) ( )10 N 10 N= +F i j F has two force components force-couple system at G∴ Is Not Equivalent W Force-couple system at I Have ( ): 10 NΣ =F j F or ( )10 N=F j and ( )/:A I I AΣ Σ + =M M r F M× ( ) ( )10 N m 2 N m⋅ − ⋅i k ( ) ( ) ( ) ( )0.4 m 0.2 m 0.4 m 10 N + − + = i j k j M× or ( ) ( )6 N m 2 N m= ⋅ + ⋅M i k Comparing to given force-couple system at A, Is Not EquivalentW PROBLEM 3.102 The masses of two children sitting at ends A and B of a seesaw are 38 kg and 29 kg, respectively. Where should a third child sit so that the resultant of the weights of the three children will pass through C if she has a mass of (a) 27 kg, (b) 24 kg. SOLUTION First ( )38 kgA AW m g g= = ( )29 kgB BW m g g= = (a) ( )27 kgC CW m g g= = For resultant weight to act at C, 0CMΣ = Then ( ) ( ) ( ) ( ) ( ) ( )38 kg 2 m 27 kg 29 kg 2 m 0g g d g − − = 76 58 0.66667 m 27 d −∴ = = or 0.667 md = W (b) ( )24 kgC CW m g g= = For resultant weight to act at C, 0CMΣ = Then ( ) ( ) ( ) ( ) ( ) ( )38 kg 2 m 24 kg 29 kg 2 m 0g g d g − − = 76 58 0.75 m 24 d −∴ = = or 0.750 md = W PROBLEM 3.103 Three stage lights are mounted on a pipe as shown. The mass of each light is 1.8 kgA Bm m= = and 1.6 kgCm = . (a) If 0.75d = m, determine the distance from D to the line of action of the resultant of the weights of the three lights. (b) Determine the value of d so that the resultant of the weights passes through the midpoint of the pipe. SOLUTION First ( )1.8 kgA B AW W m g g= = = ( )1.6 kgC CW m g g= = (a) 0.75 md = Have A B CR W W W= + + ( )1.8 1.8 1.6 kgR g = + + or ( )5.2 Ng=R Have ( ) ( ) ( ) ( ): 1.8 0.3 m 1.8 1.3 m 1.6 2.05 m 5.2DM g g g g DΣ − − − = − 1.18462 mD∴ = or 1.185 mD = W (b) 1.25 m 2 LD = = Have ( )( ) ( )( ) ( )( ): 1.8 0.3 m 1.8 1.3 m 1.6 1.3 mDM g g g dΣ − − − + ( )( )5.2 1.25 mg= − 0.9625 md∴ = or 0.963 md = W PROBLEM 3.104 Three hikers are shown crossing a footbridge. Knowing that the weights of the hikers at points C, D, and E are 800 N, 700 N, and 540 N, respectively, determine (a) the horizontal distance from A to the line of action of the resultant of the three weights when 1.1 m,a = (b) the value of a so that the loads on the bridge supports at A and B are equal. SOLUTION (a) (b) (a) 1.1 ma = Have : C D EF W W W RΣ − − − = 800 N 700 N 540 NR∴ = − − − 2040 NR = or 2040 N=R Have ( )( ) ( )( ) ( )( ): 800 N 1.5 m 700 N 2.6 m 540 N 4.25 mAMΣ − − − ( )R d= − ( ) 5315 N m 2040 N d∴ − ⋅ = − and 2.6054 md = or 2.61 m to the right of d A= W (b) For equal reaction forces at A and B, the resultant, ,R must act at the center of the span. From 2A LM R Σ = − ( )( ) ( )( ) ( )( ) 800 N 1.5 m 700 N 1.5 m 540 N 1.5 m 2.5a a∴ − − + − + ( )( )2040 N 3 m= − 3060 2050 6120a+ = and 1.49268 ma = or 1.493 ma = W PROBLEM 3.105 Gear C is rigidly attached to arm AB. If the forces and couple shown can be reduced to a single equivalent force at A, determine the equivalent force and the magnitude of the couple M. SOLUTION For equivalence ( ) ( ): 90 N sin30 125 N cos40x xF RΣ − ° + ° = or 50.756 NxR = ( ) ( ): 90 N cos30 200 N 125 N sin 40y yF RΣ − ° − − ° = or 358.29 NyR = − Then ( ) ( )2 250.756 358.29 361.87 NR = + − = and 358.29tan 7.0591 81.937 50.756 y x R R θ θ−= = = − ∴ = − ° or 362 N=R 81.9°W Also ( ) ( ) ( ) ( ) ( ) ( ): 90 N sin 35 0.6 m 200 N cos 25 0.85 m 125 N sin 65 1.25 m 0AM M Σ − ° − ° − ° = 326.66 N mM∴ = ⋅ or 327 N mM = ⋅ W PROBLEM 3.106 To test the strength of a 25 20-in.× suitcase, forces are applied as shown. If 18 lb,P = (a) determine the resultant of the applied forces, (b) locate the two points where the line of action of the resultant intersects the edge of the suitcase. SOLUTION (a) 18 lbP = Have ( ) ( ) ( ) ( )42 lb: 20 lb + 3 2 18 lb 36 lb 13 x y R RΣ − − + + + = +F i i j j i i j ( ) ( )18.9461 lb 41.297 lb x yR R∴ − + = +i j i j or ( ) ( )18.95 lb 41.3 lb= − +R i j ( ) ( )2 22 2 18.9461 41.297 45.436 lbx yR R R= + = + = 1 1 41.297tan tan 65.355 18.9461 y x x R R θ − − = = = − ° − or 45.4 lb=R 65.4°W (b) Have B BΣ =M M ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( )42 lb4 in. 20 lb 21 in. 3 2 12 in. 36 lb 3 in. 18 lb 13B = − + − + + + M j i i i j j i i j× × × × ( ) 191.246 lb in.B∴ = ⋅M k PROBLEM 3.106 CONTINUED Since B B=M r R× ( ) ( )191.246 lb in. 0 41.297 18.9461 18.9461 41.297 0 x y x y∴ ⋅ = = + − i j k k k For 191.2460, 4.6310 in. 41.297 y x= = = or 4.63 in.x = W For 191.2460, 10.0942 in. 18.9461 x y= = = or 10.09 in.y = W PROBLEM 3.107 Solve Problem 3.106 assuming that 28 lb.P = Problem 3.106: To test the strength of a 25 20-in.× suitcase, forces are applied as shown. If 18 lb,P = (a) determine the resultant of the applied forces, (b) locate the two points where the line of action of the resultant intersects the edge of the suitcase. SOLUTION (a) P = 28 lb Have ( ) ( ) ( ) ( )42: 20 lb 3 2 28 lb 36 lb 13 x y R RΣ − + − + + + = +F i i j j i i j ( ) ( )18.9461 lb 51.297 lb x yR R∴ − + = +i j i j or ( ) ( )18.95 lb 51.3 lb= − +R i j ( ) ( )2 22 2 18.9461 51.297 54.684 lbx yR R R= + = + = 1 1 51.297tan tan 69.729 18.9461 y x x R R θ − − = = = − ° − or 54.7 lb=R 69.7°W (b) Have B BΣ =M M ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( )42 lb4 in. 20 lb 21 in. 3 2 12 in. 36 lb 3 in. 28 lb 13B = − + − + + + M j i i i j j i i j× × × × ( ) 221.246 lb in.B∴ = ⋅M k PROBLEM 3.107 CONTINUED Since B B=M r R× ( ) ( )221.246 lb in. 0 51.297 18.9461 18.9461 51.297 0 x y x y∴ ⋅ = = + − i j k k k For 221.2460, 4.3130 in. 51.297 y x= = = or 4.31 in.x= W For 221.2460, 11.6776 in. 18.9461 x y= = = or 11.68 in.y = W
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