Version 001 – Statics – ramadoss – (171) This print-out should have 78 questions. Multiple-choice questions may continue on the next column or page – find all choices before answering. Please try every question and then look at the solutions that are also published Wheel and Axle in Equilibrium 001 10.0 points A wheel of diameter 52 cm has an axle of diameter 11.6 cm. A force 140 N is exerted along the rim of the wheel. What force should be applied to the outside of the axle in order to prevent the wheel from rotating? Assume the direction of this force to be tangential to the axle. 1 b a m1 m2 Which of the following expresses the condition required for the system to be in static equilibrium? 1. a m2 = b m1 Correct answer: 627.586 N. 2. a m1 = b m2 correct Explanation: 3. a2 m1 = b2 m2 4. b2 m1 = a2 m2 Let : F = 140 N , rw = 26 cm , and ra = 5.8 cm . 5. m1 = m2 Explanation: In equilibrium, the total torque is zero, which gives a m1 = b m2 . In order to keep the wheel in rotational equilibrium, the torques acting on it must balance each other, so X τ = Fw rw − Fa ra = 0 dw 26 cm Fa = Fw = (140 N) da 5.8 cm AP M 1993 MC 35 B 003 10.0 points A rod of negligible mass is pivoted at a point that is off-center, so that length ℓ1 is different from length ℓ2 . The figures show two cases in which masses are suspended from the ends of the rod. In each case the unknown mass m is balanced so that the rod remains horizontal. ℓ1 ℓ2 = 627.586 N . m 25 kg ℓ1 AP M 1998 MC 30 002 10.0 points Consider the wheel-and-axle system shown below. 22 kg ℓ2 m Version 001 – Statics – ramadoss – (171) What is the value of m ? M1 M2 2 p 4. m = M1 M2 correct 3. m = Correct answer: 23.4521. Explanation: Let : M1 + M2 2 Explanation: X Applying τ = 0 to balance the masses in both cases, 5. m = M1 = 25 kg and M2 = 22 kg . X Applying τ = 0 to balance the masses in both cases, m ℓ 1 = M1 ℓ 2 M2 ℓ 1 = m ℓ 2 . 2 m ℓ 1 = M1 ℓ 2 M2 ℓ 1 = m ℓ 2 . and and Dividing, Dividing, m M1 = M2 m 2 m =p M1 M2 p m = M1 M2 = (25 kg) (22 kg) m M1 = M2 m 2 m = M1 M2 p m = M1 M2 . = 23.4521 kg . AP M 1993 MC 35 A 004 10.0 points A rod of negligible mass is pivoted at a point that is off-center, so that length ℓ1 is different from length ℓ2 . The figures show two cases in which masses are suspended from the ends of the rod. In each case the unknown mass m is balanced by a known mass M1 or M2 so that the rod remains horizontal. ℓ1 ℓ2 m M1 ℓ1 M2 ℓ2 AP M 1993 MC 29 30 005 (part 1 of 2) 10.0 points Two objects of masses 18 kg and 45 kg are connected to the ends of a rigid rod (of negligible mass) that is 70 cm long and has marks every 10 cm, as shown. A BCDE F GH J 18 kg 10 20 30 40 50 60 Which point represents the center of mass of the sphere-rod combination? 1. D m 2. H correct 3. B What is the value of m in terms of the known masses? 45 kg 4. G 1. m = M1 M2 5. J 2. m = M1 + M2 6. F Version 001 – Statics – ramadoss – (171) 7. E 8. C 8. C 9. A correct Explanation: The parallel-axis theorem is 9. A Explanation: Let : ℓ = 70 cm , m1 = 18 kg , and m2 = 45 kg . For static equilibrium, τnet = 0. Denote x the distance from the left end point of the rod to the center-of-mass point. X τ = m1 g x − m2 g (ℓ − x) = 0 (m1 + m2 ) x = m2 ℓ m2 ℓ (45 kg) (70 cm) x= = m1 + m2 18 kg + 45 kg = 50 cm . Therefore the point should be point H. 006 (part 2 of 2) 10.0 points The sphere-rod combination can be pivoted about an axis that is perpendicular to the plane of the page and that passes through one of the five lettered points. Through which point should the axis pass for the moment of inertia of the sphere-rod combination about this axis to be greatest? 1. F 2. D 3 I = M h2 + ICM , where ICM is the moment of inertia about an axis through the center of mass. Since ICM and M = 18 kg + 45 kg = 63 kg are fixed, maximum h = |50 cm − 0 cm| = 50 cm will give the maximum moment of inertia. Therefore, the axis should pass through the point A. AP B 1998 MC 7 007 10.0 points Three forces act on an object. If the object is in translational equilibrium, which of the following must be true? I. The vector sum of the three forces must equal zero; II. The magnitude of the three forces must be equal; III. The three forces must be parallel. 1. I, II and III 2. I and III only 3. II and III only 4. II only 5. I only correct Explanation: If an object is in translational equilibrium, the vector sum of all forces acting on it must equal zero. 3. G 4. J 5. E 6. H 7. B AP B 1998 MC 58 008 10.0 points A wheel of radius R and negligible mass is mounted on a horizontal frictionless axle so that the wheel is in a vertical plane. Three small objects having masses m, M , and 2 M , respectively, are mounted on the rim of the wheel, as shown. Version 001 – Statics – ramadoss – (171) attached if the stick is to remain horizontal when suspended from the cord? M 60◦ m 4 R 1. A 2M 2. G correct 3. B If the system is in static equilibrium, what is the value of m in terms of M ? 4. C 5. D 1. m = 2 M 6. F 2. m = M 3M correct 2 M 4. m = 2 5M 5. m = 2 Explanation: Since the system is in static equilibrium, the net torque is zero: 3. m = τ = m g R + M g R cos 60◦ − (2 M ) g R 1 = mgR + M gR − 2M gR 2 3 = mgR − M gR = 0 2 3M m= . 2 AP B 1993 MC 57 009 10.0 points Two objects of masses 10 kg and 25 kg are hung from the ends of a stick that is 70 cm long and has marks every 10 cm, as shown. ABCDE F G 10 20 30 40 50 60 10 kg 25 kg If the mass of the stick is negligible, at which of the points indicated should a cord be 7. E Explanation: Let : ℓ = 70 cm , m1 = 10 kg , and m2 = 25 kg . For static equilibrium, τnet = 0. Let x be the distance from the left end of the stick to the point of attachment of the cord: X T = m1 g x − m2 g (ℓ − x) = 0 (m1 + m2 ) x = m2 ℓ m2 ℓ (25 kg) (70 cm) x= = m1 + m2 10 kg + 25 kg = 50 cm . Therefore the point should be point G . Acrobat Hangs From a Wire 010 10.0 points An acrobat hangs by his hands from the middle of a tightly stretched horizontal wire so that the angle between the wire and the horizontal is 11.3◦ . If the acrobat’s mass is 93.2 kg, what is the tension in the wire? The acceleration of gravity is 9.8 m/s2 . Correct answer: 2330.64 N. Version 001 – Statics – ramadoss – (171) 5 Explanation: Let : θ = 11.3◦ , m = 93.2 kg , and g = 9.8 m/s2 . Three forces act on the acrobat: gravity and 2 tensions by the wire. For the acrobat to remain in static equilibrium, the net force must equal zero, so in the vertical direction Let : g = 9.8 m/s2 , R = 0.403 m , and H = 2.21 m . In the non-inertial frame of the accelerating dolly, the column is subject to the horizontal inertial force ~ in = −m~g . F Together, the gravity and the inertial force combine into the apparent weight force 2 T sin θ = m g mg (93.2 kg) (9.8 m/s2 ) T = = 2 sin θ 2 sin 11.3◦ = 2330.64 N . A Column and a Dolly 011 10.0 points A cylindrical stone column of diameter 2R = 0.806 m and height H = 2.21 m is transported in standing position by a dolly. ~ app = m (~g − ~a) W in the direction a θ = arctan g from the vertical. From the torque point of view, this apparent weight force applies at the center of mass of the column. The column is stable in the vertical position when the line of this force goes through the column’s base a CM Wapp side view When the dolly accelerates or decelerates slowly enough, the column stands upright, but when the dolly’s acceleration magnitude exceed a critical value ac , the column topples over. (For a > +ac the column topples backward; for a < −ac the column toppes forward.) Calculate the magnitude of the critical acceleration ac of the dolly. The acceleration of gravity is 9.8 m/s2 . but when this line misses the base, the column topples over CM Wapp For the critical acceleration ac , the line goes through the edge of the base, hence the direction of the apparent weight force must deviate from the vertical by the angle θc where Correct answer: 3.57412 m/s2 . Explanation: tan θc = 2R R = . hcm H Version 001 – Statics – ramadoss – (171) 6 Consequently, the critical acceleration of the dolly is k ℓ 2R H 2 (0.403 m) = (9.8 m/s2 ) 2.21 m a ac = g tan θc = g = 3.57412 m/s2 . θ b m ℓ Bars in Equilibrium 012 10.0 points The bars are in equilibrium, each 5 m long, and each weighing 87 N. The string pulling down on the two bars is attached 0.8 m from the fulcrum on the leftmost bar and 0.7 m from the left end of the rightmost bar. The spring (of constant 38 N/cm) is attached at an angle 35◦ at the left end of the upper bar. cm / N 38 5m 0.8 m 35◦ 0.7 m 9 kg 5m If the suspended mass is 9 kg, by how much will the spring stretch? The acceleration of gravity is 9.8 m/s2 . a 2mg W T1 2mg mg mg From rotational equilibrium on the leftmost lever, the tension 2 m g acts down at a distance ℓ − a from the fulcrum, the tension T1 acts down at a distance a from the fulcrum, and the weight W of the bar acts down at a ℓ distance − a from the fulcrum, so 2 ℓ T1 a − 2 m g (ℓ − a) − W −a =0 2 2 T1 a − 4 m g (ℓ − a) − W (ℓ − 2 a) = 0 Correct answer: 45.8315 cm. Explanation: Let : W = 87 N , m = 9 kg , ℓ = 5 m, a = 0.8 m , b = 0.7 m , k = 38 N/cm , g = 9.8 m/s2 . Find the tension T1 in the string connecting the levers by applying rotational equilibrium on the leftmost bar. The suspended mass weighs m g and causes a tension of 2 m g on the string attached to the end of the leftmost bar. 4 m g (ℓ − a) + W (ℓ − 2 a) 2a 2 (9 kg) (9.8 m/s2 ) (5 m − 0.8 m) = 0.8 m (87 N) [5 m − 2 (0.8 m)] + 2 (0.8 m) = 1110.98 N . T1 = and Version 001 – Statics – ramadoss – (171) 7 Explanation: k∆ x b Let : m1 = 8 kg , x1 = 1 m , and ℓ = 6 m. θ W T1 ℓ From rotational equilibrium on the rightmost lever, the weight W acts down at a ℓ distance from the fulcrum, the tension T1 2 acts down at a perpendicular distance ℓ − b from the fulcrum, and the tension k ∆x acts up at a perpendicular distance ℓ sin θ from the fulcrum, so ℓ =0 k ∆x (ℓ sin θ) − T1 (ℓ − b) − W 2 2 k ∆x ℓ sin θ − 2 T1 (ℓ − b) − W ℓ = 0 2 T1 (ℓ − b) + W ℓ 2 k ℓ sin θ (1110.98 N) (5 m − 0.7 m) = (38 N/cm) (5 m) sin 35◦ (87 N) (5 m) + 2 (38 N/cm) (5 m) sin 35◦ = 45.8315 cm . Balancing Rock 02 013 10.0 points An 8 kg rock is suspended by a massless string from one end of a 6 m measuring stick. 1 2 3 4 5 xCM = x1 0 ℓ 2 and x2 = ℓ − 1. 2 4 5 x2 1 2 m1 g 3 m2 g The static equation for torques gives us 6 Balancing a Truck 014 10.0 points A truck is balanced on an incline as shown. The angle of the inclination is 47.2◦ , the outer part of the large pulley has a radius of 3 r and the inner part of the large pulley has a radius of r. 3r r 8 kg What is the weight of the measuring stick if it is balanced by a support force at the 1 m mark? The acceleration of gravity is 9.81 m/s2 . Correct answer: 39.24 N. 6 m2 g x2 = m1 g x1 m1 g x1 m2 g = x2 (8 kg) (9.81 m/s2 ) (1 m) = 2m = 39.24 N . ∆x = 0 Because the stick is a uniform, symmetric body, we can consider all of its weight to be concentrated at the center of mass, so T r/2 m θ Version 001 – Statics – ramadoss – (171) 16 N x µ = 0.12 2.6 m Find the mass m needed to balance the 2050 kg truck on the incline. The acceleration of gravity is 9.8 m/s2 . Assume all pulleys are frictionless and massless and the cords are massless. 8 T Correct answer: 250.691 kg. Explanation: 21 N µ = 0.23 Let : θ = 47.2◦ , R = 3 r , and M = 2050 kg . How far from the 16 N object attachment should the string be positioned to drag them evenly (all angles = 90◦ ) and uniformly? Correct answer: 1.86044 m. Let T be the tension in the string around the inner part (radius = r) of the pulley. From translational equilibrium Explanation: ℓ = 2.6 m , w1 = 16 N , µ1 = 0.12 , w2 = 21 N , and µ2 = 0.23 . 2 T − M g sin θ = 0 1 M g sin θ 2 1 = (2050 kg) 9.8 m/s2 sin 47.2◦ 2 = 7370.32 N . T = T 1 = M sin θ 3g 6 1 = (2050 kg) sin 47.2◦ = 250.691 kg . 6 m= Balanced Rod 015 10.0 points Two objects are to be dragged along a table by attaching them to the ends of a 2.6 m rod. One weighs 16 N and has a coefficient of friction of 0.12. The other weighs 21 N and has a coefficient of friction of 0.23. τ= X τcw − X τccw = 0 Let the fulcrum be at the point of attachment of the pulling string. W1 x µ1 ℓ From rotational equilibrium of the large pulley, X τ = m g (3 r) − T r = 0 X W2 µ2 The weight W1 exerts a frictional force of µ1 W1 on the bar at a distance x from the point of attachment. The weight W2 exerts a frictional force of µ2 W2 on the bar at a distance ℓ − x from the point of attachment, so by rotational equilibrium µ1 W1 x − µ2 W2 (ℓ − x) = 0 (µ1 W1 + µ2 W2 ) x = µ2 W2 ℓ Version 001 – Statics – ramadoss – (171) µ2 W2 ℓ µ1 W1 + µ2 W2 0.23 (21 N) (2.6 m) = 0.12 (16 N) + 0.23 (21 N) x= = 1.86044 m . Beam in Equilibrium 016 (part 1 of 2) 10.0 points A uniform horizontal beam of weight 605 N and length 4.61 m has two weights hanging from it. One weight of 505 N is located 1.30002 m from the left end; the other weight of 405 N is located 1.30002 m from the right end. What must be the magnitude of the one additional force on the beam that will produce equilibrium? Correct answer: 1515 N. Explanation: Let : W = 605 N , W1 = 505 N , W2 = 405 N. W L W1 L1 W2 L2 + + 2F F F (605 N) (4.61 m) = 2 (1515 N) (505 N) (1.30002 m) + 1515 N (405 N) (3.30998 m) + 1515 N = 2.23866 m . x= Beam on a Slanted Wall 01 018 (part 1 of 2) 10.0 points A solid bar of length L has a mass m1 . The bar is fastened by a pivot at one end to a wall which is at an angle θ with respect to the horizontal. The bar is held horizontally by a vertical cord that is fastened to the bar at a distance x from the wall. A mass m2 is suspended from the free end of the bar. and For the beam to preserve translational equilibrium, the net force acting on the beam has to be zero, so the additional force should be F = W + W1 + W2 = 605 N + 505 N + 405 N = 1515 N . 017 (part 2 of 2) 10.0 points At what distance from the left end must this force be applied for the beam to be in equilibrium? Correct answer: 2.23866 m. Explanation: The beam also has to preserve its rotational equilibrium; i.e., the net torque acting on the beam has to be zero, so Fx=W 9 L + W1 L1 + W2 L2 2 T θ m1 x m2 L Find the tension in the cord. 1. T = (m1 + m2 ) g sin θ 1 L 2. T = g correct m1 + m2 2 x L 1 g sin θ m1 + m2 3. T = 2 x 4. T = 0 1 L 5. T = m1 + m2 g sin θ 2 x 1 L 6. T = m1 + m2 g 2 x 7. T = (m1 + m2 ) g cos θ Version 001 – Statics – ramadoss – (171) L g 8. T = (m1 + m2 ) x 2 L 1 g cos θ m1 + m2 9. T = 2 x L 1 g cos θ 10. T = m1 + m2 2 x Explanation: For equilibrium, X F = 0 and X τ =0. Consider the torques around the connection between the bar and the wall, since the reaction forces will produce no torques around that point. L τ = −L m2 g + x T − m1 g = 0 , 2 1 Lg T = m1 + m2 . 2 x X Explanation: In general, there will be a horizontal reaction force Rx at the connection between an object and a wall; however, none of the other forces in this situation act in the horizontal direction, so X Fx = Rx = 0 . Boom and Cable 020 (part 1 of 3) 10.0 points A 1040 N uniform boom is supported by a cable as shown. The boom is pivoted at the bottom, and a 3000 N object hangs from its end. The boom has a length of 25 m and is at an angle of 48◦ above the horizontal. A support cable is attached to the boom at a distance of 0.69 L from the foot of the boom and its tension is perpendicular to the boom. 019 (part 2 of 2) 10.0 points Find the the horizontal component of the force exerted on the bar by the wall. (Let right be the positive direction.) 1 L 1. Fx = g m1 + m2 2 x L 1 g 2. Fx = m1 + m2 2 x 1 L 3. Fx = m1 + m2 g sin θ 2 x 4. Fx = (m1 + m2 ) g cos θ L 1 g cos θ 5. Fx = m1 + m2 2 x 1 L 6. Fx = g cos θ m1 + m2 2 x 7. Fx = (m1 + m2 ) g sin θ L 1 g sin θ m1 + m2 8. Fx = 2 x 9. Fx = 0 correct L g 10. Fx = (m1 + m2 ) x 2 10 90◦ 0. 69 L T ◦ 48 3000 N Find the tension in the cable holding up the boom. Correct answer: 3413.54 N. Explanation: Let : W1 = 1040 N , W2 = 3000 N , α = 48◦ , L = 25 m , and L1 = 0.69 L = 17.25 m . Version 001 – Statics – ramadoss – (171) 11 Explanation: The verticalX component of the tension is T cos α. From Fy = 0 , β T Fv = W1 + W2 − T cos α = 1040 N + 3000 N − (3413.54 N) cos 48◦ W1 α W2 X For equilibrium ~τ = 0 . Taking torques about the pivot point, L T (0.69 L) = W2 (L cos α) + W1 cos α 2 W2 cos α W1 cos α + T = 0.69 2 (0.69) (3000 N) cos 48◦ = 0.69 (1040 N) cos 48◦ + 2 (0.69) = 3413.54 N . 021 (part 2 of 3) 10.0 points Find the horizontal component of the reaction force on the boom by the floor. Correct answer: 2536.75 N. Explanation: The horizontal X component of the tension is T sin α. From Fx = 0, Fh = T sin α = (3413.54 N) sin 48◦ = 2536.75 N . 022 (part 3 of 3) 10.0 points Find the vertical components of the reaction force on the boom by the floor. Correct answer: 1755.9 N. Boom and Weight 01 023 10.0 points A weight of mass 43 kg is suspended from a point near the right-hand upper end of a uniform boom of mass 25 kg . This boom is supported by a cable that runs from the boom to a point on the wall (the left-hand vertical coordinate at a height of 10 m) and by a pivot (at the origin of the coordinate axes) on the same wall. 10 9 Vertical Height (m) 0. 69 L L = 1755.9 N . T 8 7 6 5 k 25 4 g 3 2 43 kg 1 0 0 1 2 3 4 5 6 7 8 9 10 Horizontal Distance (m) Find the tension in the cable. The acceleration of gravity is 9.8 m/s2 . Correct answer: 488.311 N. Explanation: Let : mb mw ℓx xb = 25 kg , = 43 kg , = 9 m, = 4.5 m , Version 001 – Statics – ramadoss – (171) x = 8 m, y = 6.5 m , h = 10 m . and p (mb xb + mw x) g (h − y)2 + x2 T = hx (25 kg) (4.5 m) + (43 kg) (8 m) = (8 m) (10 m) × (9.8 m/s2 ) q × (10 m − 6.5 m)2 + (8 m)2 Let the cable make an angle θ with the horizontal. (0, h) 10 Vertical Height (m) 9 T 8 Ty = 488.311 N . Tx θ 7 (x, y) Ww 6 (0, y) 5 4 3 2 Wb 1 0 -1 -2 0 1 12 2 3 4 5 6 7 8 9 10 Horizontal Distance (m) Ty h−y = x Tx x Tx = Ty and h−y Boom and Weight 05 024 10.0 points A weight (with a mass of 48 kg) is suspended from a point at the right-hand end of a uniform boom with a mass of 9 kg . A horizontal cable at an elevation of 7.5 m is attached to the wall and to the boom at this same end point. The boom is also supported by a pivot (at the origin of the coordinate axes) on the same wall. 10 9 Ty h−y sin θ = =p T (h − y)2 + x2 T (h − y) Ty = p . (h − y)2 + x2 Applying the static equilibrium condition for torque (with the origin as the fulcrum), X τ = Ty x + Tx y − Wb xb − Ww x = 0 Wb xb + Ww x = Ty x + Tx y xy (mb xb + mw x) g = Ty x + Ty h−y y x = Ty 1 + h−y T (h − y) hx =p (h − y)2 + x2 h − y Vertical Height (m) tan θ = T 8 7 6 5 4 9 kg 3 2 48 kg 1 0 0 1 2 3 4 5 6 7 8 9 10 Horizontal Distance (m) Figure: Drawn to scale. Calculate the tension T in the cable. The acceleration of gravity is 9.8 m/s2 . Your answer must be within ± 3.0% Correct answer: 583.1 N. Explanation: Version 001 – Statics – ramadoss – (171) top of the ladder when it slips and falls to the floor. What is the coefficient of static friction between the ladder and the floor? Let : Mb = 9 kg , Mw = 48 kg , xb = 4.25 m , x = 8.5 m , and y = 7.5 m . Correct answer: 0.35186. Explanation: Let : 10 Vertical Height (m) 9 8 (0, y) (x, y) T 7 6 5 4 Wb 3 α 2 Ww 1 0 13 0 1 2 3 4 5 6 7 8 9 10 Horizontal Distance (m) The cable is horizontal. Using the pivot at the origin as the fulcrum and the static equilibrium condition for torque, X τ = Wb xb + Ww x − T y = 0 T y = Wb xb + Ww x g y (9 kg) (4.25 m) + (48 kg) (8.5 m) = 7.5 m × (9.8 m/s2 ) T = (Mb xb + Mw x) = 583.1 N . Climbing a Ladder 025 10.0 points A 6 m long, uniform ladder leans against a frictionless wall and makes an angle of 64.3◦ with the floor. The ladder has a mass 30.4 kg. A 79.04 kg man climbs 82% of the way to the Mℓ = 30.4 kg , Mm = 79.04 kg , R = 0.82 , and θ = 64.3◦ . Since the ladder is in static equilibrium the sum of all forces and torques about any point must be zero. First, using the sum of the vertical forces where FN is the normal force exerted by the floor X 0= Fy 0 = FN − Mm g − Mℓ g FN = (Mm + Mℓ ) g X Fx = 0 requires the wall to exert a force equal in magnitude to the frictional force of FN µ = (Mm + Mℓ ) g µ exerted by the floor. Applying torques on the ladder about the point where it touches the floor, ℓ (Mℓ + Mm ) g µ sin θ ℓ − Mℓ + R Mm ℓ g cos θ = 0 2 2 (Mℓ + Mm ) µ sin θ = (Mℓ + 2 R Mm ) cos θ (Mℓ + 2 R Mm ) cos θ 2 (Mℓ + Mm ) sin θ [30.4 kg + 2(0.82)(79.04 kg)] cos 64.3◦ = 2(30.4 kg + 79.04 kg) sin 64.3◦ µ= = 0.35186 . Car in Snow Drift 026 (part 1 of 2) 10.0 points A student gets her car stuck in a snow drift. Not at a loss, having studied physics, she Version 001 – Statics – ramadoss – (171) attaches one end of a rope to the vehicle and the other end to the trunk of a nearby tree, allowing for a small amount of slack. The student then exerts a force F on the center of the rope in the direction perpendicular to the car-tree line as shown. Assume equilibrium conditions and that the rope is inextensible. θ L d 14 The angle θ is obtained from 2d d tan θ = = L L 2 2d θ = arctan L 2 (3.92 m) = 27.4386◦ . = arctan 15.1 m If T is the tension in the rope, Newton’s second law in the y direction gives 2 T sin θ = F F How does the magnitude of the force exerted by the rope on the car compare to that of the force exerted by the rope on the tree? Dishonest Shopkeeper 028 10.0 points Two pans of a balance are 62.5 cm apart. The fulcrum of the balance has been shifted 1.58 cm away from the center by a dishonest shopkeeper. By what percentage is the true weight of the goods being marked up by the shopkeeper? Assume the balance has negligible mass. 1. | Ft |<| Fc | 2. Cannot be determined 3. | Ft |>| Fc | 4. | Ft |=| Fc |= T correct 5. | Ft |= 2 | Fc | Explanation: Since the the student pulls on the center of the rope, the angle between the rope and the car equals the angle between the rope and the tree, so | Ft |=| Fc |= T 027 (part 2 of 2) 10.0 points What is the magnitude of the force on the car if L = 15.1 m, d = 3.92 m and F = 585 N? Correct answer: 634.769 N. Explanation: Let : L = 15.1 m , d = 3.92 m , F = 585 N . F 585 N = 2 sin θ 2 sin 27.4386◦ = 634.769 N . T = and Correct answer: 10.6505 %. Explanation: Let : L = 62.5 cm and ℓ = 1.58 cm . Let W be the standard weight and W ′ the measured weight. L L ′ W −ℓ =W +ℓ 2 2 W L+ 2ℓ = , so ′ W L− 2ℓ L+2ℓ W − W′ = − 1 × 100% W′ L−2ℓ 4ℓ × 100% = L− 2ℓ 4 1.58 cm = × 100% 62.5 cm − 2 1.58 cm = 10.6505 % . Version 001 – Statics – ramadoss – (171) Cranes and Booms 029 (part 1 of 2) 10.0 points A uniform beam of length 5.2 m and mass 19 kg supports a 18 kg mass as shown in the figure. The cable is at an angle of 58.3◦ with the wall and the beam is attached to the wall by a pivoting pin at an angle of 51.1◦ with the wall. 58.3◦ φ 15 T α Ry L θ Mg mg Rx k 19 51.1◦ X Rotational equilibrium gives us τ = 0, so taking the sum of the torques about the pivot, L m g sin θ = 0 L T sin α − L M g sin θ − 2 g 5. 2 m 18 kg Find the tension in the cable. The acceleration of gravity is 9.8 m/s2 . Correct answer: 222.362 N. Explanation: Let : θ = 51.1◦ , φ = 58.3◦ , L = 5.2 m , M = 18 kg , m = 19 kg . = 222.362 N . and The angle between the tension T and the beam is ◦ 2 T sin α = 2 M g sin θ + m g sin θ g sin θ T = (2 M + m) 2 sin α 2 (18 kg) + 19 kg = 2 sin(70.6◦ ) ×(9.8 m/s2 ) sin(51.1◦ ) α = 180 − φ − θ = 180◦ − 58.3◦ − 51.1◦ = 70.6◦ . X The system is in equilibrium, so F = 0 X and τ = 0. 030 (part 2 of 2) 10.0 points What is the magnitude of the force that the wall applies to the beam at the pivot? Correct answer: 310.141 N. Explanation: Applying translational equilibrium, X Fx = Rx − T sin φ = 0 Rx = T sin φ = (222.362 N) sin 58.3◦ = 189.188 N , and Version 001 – Statics – ramadoss – (171) X Fy = Ry + T cos φ − (M + m) g = 0 Ry = (M + m) g − T cos φ = (18 kg + 19 kg) (9.8 m/s2 ) −(222.362 N) cos 58.3◦ = 245.755 N , so R= = q q 16 Explanation: At the midpoint of the chain, there is only a horizontal component of the tension. Since the chain is in equilibrium, the tension at the midpoint must equal the horizontal component of the force of a hook. Tm = Te cos θ = (29.2556 N) cos 40.5◦ = 22.2461 N . Rx2 + Ry2 (189.188 N)2 + (245.755 N)2 = 310.141 N . Hanging Chain 031 (part 1 of 2) 10.0 points A flexible chain weighing 38 N hangs between two hooks located at the same height. At each hook, the tangent to the chain makes an angle of 40.5◦ with the horizontal. Hinge and Bar 01 033 10.0 points A uniform bar of length L and weight W is attached to a wall with a hinge that exerts a horizontal force Hx and a vertical force Hy on the bar. The bar (which makes an angle θ with respect to wall) is held by a cord that makes a 90◦ angle with respect to bar. θ Find the magnitude of the force each hook exerts on the chain. Correct answer: 29.2556 N. Explanation: Let : W = 38 N and θ = 40.5◦ . X ~ = 0. By symmetry each In equilibrium F hook supports half the weight of the chain, so Ty = Te sin θ = Te = W θ L W 2 38 N W = = 29.2556 N . 2 sin θ 2 sin 40.5◦ 032 (part 2 of 2) 10.0 points Find the tension in the chain at its midpoint. Consider a free-body diagram for half the chain. Correct answer: 22.2461 N. What is the magnitude of the tension T in the cord? 1 W sin θ correct 2 1 2. T = W tan θ 2 1 3. T = W sin θ cos θ 2 1. T = Version 001 – Statics – ramadoss – (171) 1 4. T = W cos2 θ 2 1 5. T = W sin2 θ 2 1 6. T = W cos θ 2 Explanation: Analyzing the torques on the bar, with the hinge at the axis of rotation, 17 the symmetry, the tension T1 is the same in each of these segments: θ θ T1 T1 4W X τ = LT − T = L sin θ W = 0 2 1 W sin θ . 2 Applying static equilibrium vertically, T1 cos θ + T1 cos θ − 4 W = 0 Forces on the Golden Gate 034 (part 1 of 3) 10.0 points Consider a simplified model of the Golden Gate bridge, where the bridge is represented by four equal weights, each weighing 3 N , hanging from a wire. The angle between the hanging wire and the vertical supporting beam is 31.9◦ and the bridge is symmetric. T1 T1 = 2W 2 (3 N) = = 7.06737 N . cos θ cos 31.9◦ 035 (part 2 of 3) 10.0 points Calculate T2 , the tension in the middle segment of the wire. Correct answer: 3.73467 N. 31.9◦ Explanation: The wire between the middle two weights will feel a 2 W weight on either end. T2 β θ T1 T1 3N 3N 3N 3N T2 θ Calculate T1 , the tension in the left segment of the wire. 2W 2W Correct answer: 7.06737 N. Explanation: Let : θ = 31.9◦ W = 3 N. Considering horizontal equilibrium on the left knot, and The leftmost (or rightmost) segment of wire “feels” one 4 W weight on its end; because of T2 = T1 sin θ = (7.06737 N) sin 31.9◦ = 3.73467 N . Version 001 – Statics – ramadoss – (171) 18 036 (part 3 of 3) 10.0 points Calculate the angle β in the figure. Correct answer: 51.2257◦. φ Explanation: Call the tension in the second segment T and consider the forces on the first knot from the left. b b ℓ xcm T θ T1 T W β Horizontal equilibrium for the knot gives T1 sin θ = T sin β If the mass of the beam is 8 kg, the tension 4 3 in the wire is 40 N, sin φ = and cos φ = , 5 5 how far is the center of mass of the beam from the hinge? The acceleration due to gravity is 10 m/s2 . 1. 0.5 ℓ, of course 2. 0.666667 ℓ and vertical equilibrium gives T1 cos θ = T cos β + W . 3. 0.375 ℓ 4. 0.4 ℓ correct T sin β T1 sin θ = T cos β T1 cos θ − W T1 sin θ tan β = T1 cos θ − W T1 sin θ β = arctan T cos θ − W 1 (7.06737 N) sin 31.9◦ = arctan (7.06737 N) cos 31.9◦ − 3 N = 51.2257◦ . Hinged Horiz Beam 037 10.0 points A horizontal, nonuniform beam of mass M and length ℓ is hinged to a vertical wall at one side, and attached to a wire on the other end. The bar is motionless and a wire exerts a force T at an angle of φ with respect to the vertical. 5. 0.18 ℓ 6. 0.16 ℓ 7. 0.32 ℓ 8. Not enough information is given. 9. 0.3 ℓ 10. 0.625 ℓ Explanation: Consider the free-body diagram, with the forces due to the wall not shown: Version 001 – Statics – ramadoss – (171) 19 Since the bat is in static equilibrium, around any point (in particular around O), X φ b b xcm ℓ ~ =F −W =0 F F = W = 12.8333 N . T m~g 039 (part 2 of 2) 10.0 points Determine the torque exerted on the bat by the player about the center of mass of the bat. Correct answer: 7.95667 N · m. With the z-axis pointing out of the paper, the magnitude of the net torque through the hinge is τz = T ℓ cos φ − m g xcm = 0 m g xcm = T ℓ cos φ T cos φ xcm = ℓ mg 4 (40 N) 5 = 0.4 . = (8 kg)(10 m/s2 ) Explanation: The torque exerted by the player is τ = W d = 7.95667 N · m . Ladder 14 040 (part 1 of 2) 10.0 points A ladder rests against a vertical wall. There is no friction between the wall and the ladder. The coefficient of static friction between the ladder and the ground is µ = 0.633 . Fw Holding a Baseball Bat 038 (part 1 of 2) 10.0 points A baseball player holds a 46.2 oz bat (12.8333 N) with one hand at the point O. The bat is in equilibrium. The weight of the bat acts along a line 62 cm to the right of O. ℓ h θ N O b µ = 0.633 w Determine the force exerted on the bat by the player. Correct answer: 12.8333 N. W f b Consider the following expressions: A1: f = Fw A2: f = Fw sin θ W B1: N = 2 B2: N = W Explanation: Let : W = 12.8333 N . C1: ℓ Fw sin θ = 2 Fw cos θ C2: ℓ Fw sin θ = ℓ W cos θ Version 001 – Statics – ramadoss – (171) 1 C3: ℓ Fw sin θ = ℓ W cos θ , 2 where f : force of friction between the ladder and the ground, Fw : normal force on the ladder due to the wall, θ: angle between the ladder and the ground, N : normal force on the ladder due to the ground, W: weight of the ladder, and ℓ: length of the ladder. Identify the set of equations which is correct. 20 So the correct A1 , B2 , C3 . set of A2, B1, C3 2. A1, B2, C3 correct 3. A1, B2, C2 is 041 (part 2 of 2) 10.0 points Determine the smallest angle θ for which the ladder remains stationary. Correct answer: 38.3048◦ . Explanation: f = µs N = Fw , 1. equations so 1 W cos θ 2 1 µs W sin θ = W cos θ 2 1 µs = 2 tan θ 1 tan θ = 2 µs Fw sin θ = 4. A1, B1, C2 5. A2, B1, C2 6. A1, B2, C1 7. A1, B1, C3 8. A2, B2, C1 9. A2, B1, C1 1 θ = tan 2 µs 1 −1 = tan 2 (0.633) −1 10. A1, B1, C1 Explanation: From translational equilibrium, X Fx = f − Fw = 0 f = Fw X = 38.3048◦ . and Fy = N − W = 0 N =W. Applying rotational equilibrium about the foot of the ladder, X ℓ τ = W cos θ − Fw ℓ sin θ = 0 2 1 ℓ Fw sin θ = ℓ W cos θ 2 Ladder 11 042 10.0 points A 19.8 kg person climbs up a uniform ladder with negligible mass. The upper end of the ladder rests on a frictionless wall. The bottom of the ladder rests on a floor with a rough surface where the coefficient of static friction is 0.2 . The angle between the horizontal and the ladder is 52◦ . Version 001 – Statics – ramadoss – (171) 21 X τ◦ = m g d cos θ − Nw L sin θ = 0 4m µ=0 Nw L sin θ = m g d cos θ f L sin θ = m g d cos θ mgd f= L tan θ 52◦ d The ladder may slip when f = fmax = Nw , 19.8 kg b so µ = 0.2 When the person attempts to climb the ladder, how far up the ladder will the person reach before the ladder slips (kaboom)? The acceleration of gravity is 9.8 m/s2 . mgd L tan θ d ≤ µ L tan θ ≤ (0.2) (4 m) tan 52◦ fmax ≡ µ m g ≥ ≤ 1.02395 m . Correct answer: 1.02395 m. Explanation: Let : g = 9.8 m/s2 , θ = 52◦ , L = 4 m, m = 19.8 kg , and µ = 0.2 . Nw Leaning Bar 02 043 10.0 points A uniform bar of mass M and length ℓ is propped against a very slick vertical wall as shown. The angle between the wall and the upper end of the bar is θ. The force of static friction between the upper end of the bar and the wall is negligible, but the bar remains at rest (in equilibrium). ~w F θ ~n θ f mg b P ivot Nf X Fx = f − Nw = 0 X Fy = Nf − m g = 0 f = Nw ~fs If we take the pivot at the point where the barX touches the floor, which expression below is ~τ , where x is along the floor and y z is along the wall? Mg 1. ℓ cos θ − Fw sin θ = 0 2 Mg 2. ℓ Fw cos θ − sin θ = 0 correct 2 3. ℓ (−fs sin θ − n cos θ) = 0 Version 001 – Statics – ramadoss – (171) Mg 4. ℓ − Fw = 0 2 Mg sin θ = 0 5. ℓ Fw cos θ + 2 Mg cos θ = 0 6. ℓ Fw sin θ + 2 Mg 7. ℓ + Fw = 0 2 Correct answer: 382.993 N. Explanation: Let : Explanation: Taking the pivot at the point where the bar touches the floor, the torque into the paper is M g ℓ sin θ and the torque out of the paper is 2 Fw ℓ cos θ, so X Mg sin θ = 0 . ~τz = ℓ Fw cos θ − 2 Levers in Equilibrium 044 (part 1 of 2) 10.0 points The levers are in equilibrium, and are considered massless. The supporting string on the upper bar is attached 1.17 m from the wall, and 0.305 m from the other end. It acts at an angle 39 ◦ with the bar. The string between the levers is vertical. The fulcrum on the lower bar is 1.43 m from the left end, and 3.26 m units from the right end. The spring is pulled up vertically. c T1 c − k x d = 0 , (24 N/cm)(7 cm)(3.26 m) kxd = c 1.43 m = 382.993 N . 045 (part 2 of 2) 10.0 points What is the tension in the slanted string? Correct answer: 767.229 N. Explanation: Let T be the tension in the slanted string. b 3.26 m If the spring of constant 24 N/cm is stretched 7 cm, what is the tension in the string between the bars? T T a b θ b b 1.17 m 0.305 m 1.43 m so T1 = θ 39 d From rotational equilibrium, X X X τ= τCW − τCCW = 0 7 cm b c = 1.43 m and d = 3.26 m . Let T1 be the tension in the vertical string between the bars. The spring exerts a force Fs = k x straight up at a distance d from the fulcrum, and the string T1 acts straight up at a distance c from the fulcrum: T1 kx 8. ℓ (fs sin θ − n cos θ) = 0 −M g 9. ℓ cos θ − Fw sin θ = 0 2 Mg cos θ = 0 10. ℓ Fw sin θ − 2 ◦ 22 a From rotational equilibrium on the upper lever, the tension T1 acts down at a distance a + b from the fulcrum, and the tension T acts up at a distance a sin θ from the fulcrum. Thus T1 (a + b) − T a sin θ = 0 Version 001 – Statics – ramadoss – (171) T = (0.1 kg) (50 m) 1.00512 kg (0.701 kg)(5.71 cm) − 1.00512 kg T1 (a + b) 382.993 N(1.17 m + 0.305 m) = a sin θ (1.17 m) sin 39◦ − = 767.229 N . Meter Stick in Equilibrium 046 10.0 points A 0.1 kg meter stick is supported at its 40 cm mark by a string attached to the ceiling. A 0.701 kg mass hangs vertically at the 5.71 cm mark. A second mass is attached at another mark to keep it horizontal and in rotational and translational equilibrium. If the tension in the string attached to the ceiling is 17.7 N , determine the mark at which the second mass is attached. The acceleration of gravity is 9.8 m/s2 . Correct answer: 62.9199 cm. 23 = 62.9199 cm . Moving a Block 047 (part 1 of 2) 10.0 points ~ acts on a rectangular block to slide A force F the block with constant speed, as seen in the figure below. N 247 = F 39◦ 50 cm 1.4 m N 0.499 m Explanation: b Let : m = 0.1 kg , m1 = 0.701 kg , T = 17.7 N , ℓ = 40 cm , ℓ1 = 5.71 cm , and g = 9.8 m/s2 . 405 N x Find the coefficient of friction. Correct answer: 0.769181. Explanation: From translational equilibrium, Let : T = m1 g + m g + m2 g T m2 = − m1 − m g 17.7 N − 0.701 kg − 0.1 kg = 9.8 m/s2 = 1.00512 kg . F = 247 N , W = 405 N , θ = 39◦ . B and F θ From rotational equilibrium, for a fulcrum at the 0 cm mark, T ℓ = m2 g ℓ2 + m g (50 m) + m1 g ℓ1 m2 g ℓ2 = T ℓ − m g (50 m) − m1 g ℓ1 Tℓ m (50 m) m1 ℓ1 ℓ2 = − − m2 g m2 m2 (17.7 N)(40 cm) = (1.00512 kg)(9.8 m/s2 ) A N h b W x Version 001 – Statics – ramadoss – (171) Vertically, X Fy = F sin θ + N − W = 0 N = W − F sin θ = 405 N − (247 N) sin 39◦ = 249.558 N and horizontally, X Fx = F cos θ − µ N = 0 F cos θ (247 N) cos 39◦ = N 249.558 N = 0.769181 . µ= 24 Old MacDonald Had a Farm 049 (part 1 of 5) 10.0 points Old MacDonald had a farm, e i , e i , oh ! And on that farm he had a gate, e i , e i , oh ! And a squeak, squeak, here. A squeak, squeak, there. And a squeak, squeak, everywhere . . . The gate is 3.37 m wide and 2.8 m tall with hinges attached to the top and bottom. The guide wire makes an angle of 14◦ with the top of the gate and has a tension of 215 N. The mass of the gate is 39.9 kg. l 048 (part 2 of 2) 10.0 points How far from the lower left corner does the normal force act? α Mac Donald's Ranch h Correct answer: 47.8104 cm. Explanation: Let : a = 1.4 m , b = 50 cm = 0.5 m , and h = 0.499 m = 49.9 cm . The torque about the right-hand edge must be 0. This reduces the normal force to a single point on the bottom of the block acting at a distance x from the lower left corner. Consid~ ering the point of attachment of the force F to be the pivot point, rotational equilibrium gives us X b − N (b − x) − µ N h = 0 2 W b − 2N b +2N x− 2µN h = 0 τ =W 2µN h −W b+ 2N b x= 2N Wb +b = µh− 2N = 0.769181 (49.9 cm) (405 N) (50 cm) − + 50 cm 2 (249.558 N) = 47.8104 cm . Determine the magnitude of the horizontal force exerted on the gate by the bottom hinge. The acceleration of gravity is 9.8 m/s2 . Correct answer: 172.709 N. Explanation: Let : m = 39.9 kg , g = 9.8 m/s2 , ℓ = 3.37 m , T = 215 N , α = 14◦ , and h = 2.8 m . For equilibrium X ~ = 0 and F T X FBy ~τ = 0 . T Tx FBx FAy FAx mg Ty Version 001 – Statics – ramadoss – (171) Applying torques about the top hinge, T sin α ℓ − m g FAx ℓ + FAx h = 0 2 ℓ m g − T sin α ℓ 2 3.37 m 1 h (39.9 kg) (9.8 m/s2 ) = 2.8 m 2 i ◦ −(215 N) sin 14 (3.37 m) 1 = h = 172.709 N , with a magnitude of 172.709 N . 050 (part 2 of 5) 10.0 points Determine the magnitude of the horizontal force exerted on the gate by the upper hinge. Correct answer: 35.9049 N. Explanation: X Fx : 25 with a magnitude of 208.614 N . 052 (part 4 of 5) 10.0 points Determine the magnitude of the total vertical force exerted on the gate by the two hinges. Correct answer: 339.007 N. Explanation: X Fy : FAy + FBy − m g + T sin α = 0 FAy + FBy = m g − T sin α = (39.9 kg) (9.8 m/s2 ) − (215 N) sin 14◦ , with a magnitude of 339.007 N . 053 (part 5 of 5) 10.0 points What must be the tension in the guy wire so that the horizontal force exerted by the upper hinge is zero? FAx + FBx − T cos α = 0 FBx = T cos α − FAx = (215 N) cos 14◦ − 172.709 N = 35.9049 N , Correct answer: 186.537 N. Explanation: Applying torques about bottom hinge, −m g ℓ + T ℓ sin α + T h cos α = 0 2 with a magnitude of 35.9049 N . 051 (part 3 of 5) 10.0 points Determine magnitude of the total horizontal force exerted on the gate by the two hinges. ℓ 2 T = ℓ sin α + h cos α mg Correct answer: 208.614 N. 3.37 m 2 = (3.37 m) sin 14◦ + (2.8 m) cos 14◦ Explanation: = 186.537 N . FAx + FBx = FAx + FBx = 172.709 N + 35.9049 N = 208.614 N . Alternate Solution: FAx + FBx = T cos α = (215 N) cos 14◦ , (39.9 kg) (9.8 m/s2 ) Painter on a Ladder 10 MC 054 10.0 points A stepladder has negligible weight and is constructed as shown. The horizontal bar connecting the two legs of the ladder is pivoted half way up the ladder. A 68 kg painter stands on the ladder a distance 4 m from the Version 001 – Statics – ramadoss – (171) Let N1 be normal force on the right-hand leg of the ladder, N2 the normal force on the left-hand leg of the ladder, and Px and Py the components of the action/reaction pair that one half of the ladder exerts on the other half. Consider the forces acting on the each half of the ladder. 4m 11 m foot of the ladder. The length of the ladder is 11 m, and the legs of the ladder are 4 m apart on the floor. 26 Py Px θ 4m Find the normal force on the left-hand leg of the ladder. The acceleration of gravity is 9.8 m/s2 . Assume the floor is frictionless and that the ladder is symmetric and forms an isosceles triangle. Treat each half of the ladder separately. Py T N2 Px θ T mg N1 X ~ =0 F Applying translational equilibrium vertically to the right half of the ladder, Py + N1 − m g = 0 1. 175.7 N and to the left half 2. 127.2 N N2 − Py = 0 . 3. 163.6 N Adding, N1 + N2 = m g . 4. 157.5 N X Applying rotational equilibrium ~τ = 0 to the left half about the top of the ladder, 5. 121.2 N correct T 6. 151.5 N L cos θ − N2 L sin θ = 0 2 and to the right half, 7. 139.3 N L cos θ 2 −N1 L sin θ = 0 . m g (L − ℓ) sin θ + T 8. 133.3 N 9. 145.4 N Adding, m g (L − ℓ) sin θ + T L cos θ − (N1 + N2 ) L sin θ = 0 10. 169.6 N Explanation: Let : ℓ = 4 m , L = 11 m , w = 4 m. and T L cos θ = (N1 + N2 ) L sin θ − m g (L − ℓ) sin θ = m g L sin θ − m g (L − ℓ) sin θ = m g ℓ sin θ . Version 001 – Statics – ramadoss – (171) From the torque equation, T L cos θ = 2 N2 L sin θ m g ℓ sin θ = 2 N2 L sin θ mgℓ N2 = 2L (68 kg) (9.8 m/s2 ) (4 m) = 2 (11 m) 27 left-hand leg of the ladder, and Px and Py the components of the action/reaction pair that one half of the ladder exerts on the other half. Consider the forces acting on the each half of the ladder. Py Px θ = 121.2 N . Painter on a Ladder 10 055 10.0 points 4m 7. 3 m A stepladder has negligible weight and is constructed as shown. The horizontal bar connecting the two legs of the ladder is pivoted half way up the ladder. A 79 kg painter stands on the ladder a distance 4 m from the foot of the ladder. The length of the ladder is 7.3 m, and the legs of the ladder are 8 m apart on the floor. 8m θ T mg N1 X ~ =0 Applying translational equilibrium F vertically to the right half of the ladder, Py + N1 − m g = 0 and to the left half N2 − Py = 0 . Adding, N1 + N2 = m g . X Applying rotational equilibrium ~τ = 0 to the left half about the top of the ladder, L T cos θ − N2 L sin θ = 0 2 and to the right half, L m g (L − ℓ) sin θ + T cos θ 2 −N1 L sin θ = 0 . Adding, Find the normal force on the left-hand leg of the ladder. The acceleration of gravity is 9.8 m/s2 . Assume the floor is frictionless and that the ladder is symmetric and forms an isosceles triangle. Treat each half of the ladder separately. Correct answer: 212.11 N. m g (L − ℓ) sin θ + T L cos θ − (N1 + N2 ) L sin θ = 0 T L cos θ = (N1 + N2 ) L sin θ − m g (L − ℓ) sin θ = m g L sin θ − m g (L − ℓ) sin θ = m g ℓ sin θ . From the torque equation, Explanation: Let : ℓ = 4 m , L = 7.3 m , w = 8 m. Py T N2 Px and Let N1 be normal force on the right-hand leg of the ladder, N2 the normal force on the T L cos θ = 2 N2 L sin θ m g ℓ sin θ = 2 N2 L sin θ mgℓ N2 = 2L (79 kg) (9.8 m/s2 ) (4 m) = 2 (7.3 m) = 212.11 N . Version 001 – Statics – ramadoss – (171) Perpendicular Ropes 056 10.0 points Two ropes support a load of 275 kg. The two ropes are perpendicular to each other, and the tension in the first rope is 2.05 times that of the second rope. Find the tension in the second rope. The acceleration of gravity is 9.8 m/s2 . Pole Vaulter 057 (part 1 of 2) 10.0 points A vaulter holds a 27.1 N pole in equilibrium by exerting an upward force U with his leading hand, and a downward force D with his trailing hand, as shown in the figure. Let ℓ1 = 0.75 m, ℓ2 = 1.6 m, and ℓ3 = 2.35 m. U l1 Correct answer: 1181.55 N. Explanation: 28 l2 l3 C A B Let : m = 275 kg , f = 2.05 , and g = 9.8 m/s2 . T1 = f T2 . The load is not moving, so the net force exerted on it must be zero. Let θ be the angle between the first rope and the vertical direction; when the net force on the load is zero, its horizontal component and its vertical component should have a sum of zero. For the horizontal direction, T1 sin θ − T2 cos θ = 0 f T2 sin θ − T2 cos θ = 0 f sin θ = cos θ 1 tan θ = f 1 1 −1 = tan θ = tan f 2.05 ◦ = 26.0034 . The vertical components of the net force should also have a sum of zero: T1 cos θ + T2 sin θ = M g f T2 cos θ + T2 sin θ = M g T2 (f cos θ + sin θ) = M g −1 Mg f cos θ + sin θ (275 kg) (9.8 m/s2 ) = 2.05 cos 26.0034◦ + sin 26.0034◦ T2 = = 1181.55 N . W D What is the magnitude of the upward force U? Correct answer: 84.9133 N. Explanation: Let : ℓ1 ℓ2 ℓ3 W = 0.75 m , = 1.6 m , = 2.35 m , = 27.1 N . and For equilibrium, X ~ = 0 and F X ~τ = 0 To find U , measure the distances and forces from point A. Then, balancing the torques, (0.75 m) U = (27.1 N)(0.75 m + 1.6 m) 0.75 m + 1.6 m U = (27.1 N) 0.75 m = 84.9133 N . 058 (part 2 of 2) 10.0 points What is the magnitude of D? Version 001 – Statics – ramadoss – (171) 29 Correct answer: 57.8133 N. Let : Explanation: From Newton’s second law, X Fy = U − D − W = 0 D = U − W = 84.9133 N − 27.1 N = 57.8133 N . Plank on a Scaffold MC 059 10.0 points A uniform plank of length 6.4 m and mass 19 kg rests horizontally on a scaffold, with 1.5 m of the plank hanging over one end of the scaffold. L l x How far can a painter of mass 52 kg walk on the overhanging part of the plank x before it tips? The acceleration of gravity is 9.8 m/s2 . L = 6.4 m , ℓ = 1.5 m , m = 19 kg , M = 52 kg , and g = 9.8 m/s2 . For equilibrium, X ~ = 0 and F X ~τ = 0 . Considering the edge of the scaffold to be the pivot point, then X L −ℓ −M gx = 0 τ0 = m g 2 m L −ℓ x= M 2 19 kg 6.4 m = − 1.5 m 52 kg 2 = 0.6212 m . 1. 0.6212 m correct 2. 0.4659 m 3. 0.5590 m 4. 0.6522 m 5. 0.4969 m Seesaw Tied Down 060 (part 1 of 5) 10.0 points A child weighing 38 N climbs onto the right end of a see-saw, little knowing that it is tied down with a rope at its left end. The see-saw is 3 m long, weighs 11 N and is tilted at an angle of 22◦ from the horizontal. The center of mass of the see-saw is half way along its length, and lies right above the pivot. 6. 0.7143 m l θ 7. 0.5280 m 8. 0.7764 m 9. 0.5901 m What torque does the weight of the child exert about the pivot point? Take counterclockwise to be positive. 10. 0.6833 m Correct answer: −52.8495 N · m. Explanation: Explanation: Version 001 – Statics – ramadoss – (171) ℓ τC = MC g cos θ 2 3m cos 22◦ = (38 N) 2 = −52.8495 N · m . 061 (part 2 of 5) 10.0 points What torque does the weight of the see-saw exert about the pivot point? Take counterclockwise to be positive. Correct answer: 0 N · m. Explanation: This must be zero since the center of mass of the see-saw is just at the center, namely at the pivot. 062 (part 3 of 5) 10.0 points What torque does the rope exert about the pivot point? Take counter-clockwise to be positive. 30 Correct answer: 87 N. Explanation: Besides the balance of the total torque, the total force must be zero also since the see-saw actually doesn’t move. The total downward forces, including those from the child, the rope and the see-saw itself can be easily added to be 87 N, so that the total upward from the pivot should be 87 N also. Serway CP 08 25 065 10.0 points A 7.7 m, 270 kg uniform ladder rests against a smooth wall. The coefficient of static friction between the ladder and the ground is 0.65 , and the ladder makes a 44.5◦ angle with the ground. How far up the ladder can a 1080 kg person climb before the ladder begins to slip? The acceleration of gravity is 9.8 m/s2 . Correct answer: 5.1855 m. Explanation: Correct answer: 52.8495 N · m. Explanation: Since the see-saw doesn’t rotate, the total torque should be zero. The torque which balances the torque of the child is from the rope. They have opposite directions but the same magnitude. 063 (part 4 of 5) 10.0 points What force does the rope exert downwards on the see-saw? Give a positive answer. Correct answer: 38 N. Explanation: As mentioned above, the torques from the rope is equal to that from the child, since they have the same force arm, the force should be the same also, namely the force from the rope on the see-saw is 38 N . 064 (part 5 of 5) 10.0 points What is the total positive force exerted upwards by the pivot? Let : g = 9.8 m/s2 , m = 270 kg , α = 44.5◦ , µs = 0.65 , L = 7.7 m , and M = 1080 kg . Let x be the distance up the ladder. Applying rotational equilibrium with the pivot at the point of contact with the ground, X X τCW = τCCW mgL cos α + M g x cos α = fmax L sin α 2 m g L cos α + 2 M g x cos α = 2 fmax L sin α 2 M g x cos α = 2 fmax L sin α − m g L cos α x= fmax L tan α m L − Mg 2M Version 001 – Statics – ramadoss – (171) = (8599.5 N) tan 44.5◦ (7.7 m) (1080 kg) (9.8 m/s2 ) (270 kg) (7.7 m) − 2 (1080 kg) = 5.1855 m . Sphere on Ramp 066 10.0 points A sphere of radius R and mass M is held on a ramp that makes an angle θ with the horizontal by a string that pulls with force F directed up the ramp and running over the top of the sphere. ~F R Mg fs n θ What is the minimum value of µs , the coefficient of static friction between sphere and ramp, required to hold the sphere at rest? 1. cos θ tan θ 2. Zero; no static friction is needed in this case. 3. 1 2 4. 1.0 precisely 5. tan 2 θ 6. tan θ 2 tan θ tan θ 8. correct 2 1 9. 2 tan θ 31 sin θ tan θ Explanation: Let x be parallel to the ramp and y perpendicular to it. 10. X Fx = F + fs − M g sin θ = 0 and X Fy = n − M g cos θ = 0 . Taking torques about the point where the sphere touches the ramp, X τz = (M g sin θ) R − 2 F R = 0 F = M g sin θ 2 to keep the sphere from rotating. In order for F to be a minimum, fs must be a maximum, so fsmax = µs n = µs M g cos θ and F min = M g (sin θ − µs cos θ) M g sin θ = M g (sin θ − µs cos θ) 2 tan θ . µs = 2 Sphere in Smooth Wedge 067 10.0 points Consider a solid sphere of radius R and mass m placed in a wedge, where one wall is vertical and the other wall has an angle θ with respect to the vertical wall. 7. A mg θ B Version 001 – Statics – ramadoss – (171) Assuming that the walls are smooth, which expression is appropriate if you consider a free body diagram for the ball which involves FA and FB , the forces acting on the contact points A and B, respectively, and the weight mg? 32 F L 1 FA tan θ 2 1 2. m g = FA cos θ 2 1. m g = h 45 N mg b 3. m g = FA cos θ f µs = 0.4 b 4. m g = 2 FA tan θ The ladder will be 5. m g = FA tan θ correct 1. at the critical point of slipping. 6. m g = 2 FA cos θ 2. unstable. correct 1 7. m g = FA sin θ 2 3. stable. 8. m g = 2 FA sin θ Explanation: Stability requires 9. m g = FA sin θ mg θ FA FB θ FA The three forces form a right triangle with FB as the hypotenuse, so mg FA m g = FA tan θ . tan θ = Stability or Not 068 10.0 points A ladder is leaning against a smooth wall. There is friction between the ladder and the floor, which may hold the ladder in place; the 1 ladder is stable when µs ≥ . Otherwise 2 tan θ the net torque on it is not zero. Tipping a Block 01 069 (part 1 of 3) 10.0 points A force acts on a rectangular block as shown. 0.8 m 0N 16 ◦ N 38 1m FB 1 = 0.5 . 2 tan 45◦ Since µs = 0.4 < 0.5 , the ladder is unstable. In other words, there is a net torque on it. µs ≥ Explanation: The free body diagram is mg ◦ 0.45 m 380 N x If the block slides with constant speed, find the position x of the resultant normal force N to the left of the leading (right-hand) edge. Correct answer: 33.842 cm. Explanation: Version 001 – Statics – ramadoss – (171) F = 160 N , W = 380 N , h = 0.45 m , H = 1 m, w = 0.8 m , and α = 38◦ . w F N H X Fx = F cos α − µN = 0 F cos α (160 N) cos 38◦ = N 281.494 N = 0.447902 . µ= Correct answer: 0.535808 m. X ~τ = 0 . Locate the origin at the bottom left corner of the block and let x be the distance between the resultant normal force and the front of the block; then X Fy = F sin α + N − W = 0 N = W − F sin α = 380 N − (160 N) sin 38◦ = 281.494 N and X 1 τ = N (w − x) − W w 2 +(F sin α) w − (F cos α) h = 0 1 W w + F w sin α − F h cos α 2 x= N W w F w sin α − F h cos α + =w− 2N N (380 N) (0.8 m) = 0.8 m − 2 (281.494 N) (160 N) (0.8 m) sin 38◦ + 281.494 N (160 N) (0.45 m) cos 38◦ − 281.494 N = 0.33842 m = 33.842 cm . Nw− Explanation: 071 (part 3 of 3) 10.0 points If the force acting on the block becomes 360 N find the value of h for which the block just begins to tip over in the forward direction. x For equilibrium, X ~ = 0 and F Correct answer: 0.447902. α h W 070 (part 2 of 3) 10.0 points Find the coefficient of sliding friction. Explanation: Locate the origin at the bottom right corner of the block. Since the block is about to tip, X 1 τ = W w − F h cos α = 0 2 1 1 Ww (380 N) (0.8 m) = 2 h= 2 F cos α (360 N) cos 38◦ = 0.535808 m . Tipping a Block 02 072 10.0 points A string provides a horizontal force which acts on a 500 N rectangular block at top right-hand corner as shown. F 0.8 m 1m Let : 33 500 N Version 001 – Statics – ramadoss – (171) 34 If the block slides with constant speed, find the tension in the string required to start to tip the block over. A Correct answer: 200 N. 42 m Explanation: Let : W = 500 N , h = 1 m , and w = 0.8 m . W For equilibrium, and X ~τ = 0 . The block is trying to tip over its lower right-hand corner (the fulcrum). The string tension T pulls to the right (clockwise) at a distance h from that corner and the weight W acts down (counter-clockwise) at a distance w from the corner, so 2 X τ =W Correct answer: 1.00343 × 106 N. Let : L = 69 m , M = 1.5 × 105 kg , m = 45000 kg , and x = 42 m . h ~ =0 F 69 m Calculate the normal force on the bridge at point B (the right support). The acceleration of gravity is 9.8 m/s2 . Explanation: F w X B 1 w −F h=0 2 Ww 2 Ww (500 N) (0.8 m) F = = 2h 2 (1 m) Fh= = 200 N . Truck on a Bridge 02 073 (part 1 of 2) 10.0 points A bridge of length 69 m and mass 1.5 × 105 kg is supported at each end (points A and B on the picture below). A truck of mass 45000 kg is located 42 m from the left support A. For equilibrium X ~ =0 F and X ~τ = 0. The truck’s weight m~g , the bridge’s own ~ A on the bridge weight M ~g , the normal force N ~ B on the at point A, and the normal force N bridge at point B are all vertical. Applying rotational equilibrium about A, X L τz,A = x (m g) + (M g) 2 + 0 (NA ) − L (NB ) = 0 L L NB = x m g + M g 2 x 1 NB = m g + M g L 2 42 m (45000 kg) (9.8 m/s2 ) = 69 m 1 + (1.5 × 105 kg) (9.8 m/s2 ) 2 = 1.00343 × 106 N . 074 (part 2 of 2) 10.0 points Calculate the normal force on the bridge at point A (the left support). Correct answer: 9.07565 × 105 N. Explanation: Version 001 – Statics – ramadoss – (171) Applying translational equilibrium vertically, X Fy = NA + NB − m g − M g = 0 NA = m g + M g − NB = (45000 kg) (9.8 m/s2 ) + (1.5 × 105 kg) (9.8 m/s2 ) − 1.00343 × 106 N = 9.07565 × 105 N . Winning Without Tipping 075 (part 1 of 2) 10.0 points Bill Nomoore has entered a race to push the 11.7 kg cart loaded with the 18.5 kg trash can of height 1.49 m and width 0.44 m as shown in the figure. ω mt h mc What is the minimum possible time for the can to finish the required 12 m distance without tipping? The acceleration of gravity is 9.8 m/s2 . Assume the frictional coefficient between the cart and the trash can is large enough so that the trash can does not slip. Correct answer: 2.87978 s. Explanation: 35 The trash can will just start to tip (metastable equilibrium) when a w = g h wg a= . h From kinematics, 1 1 s = so + vo t + a t2 = a t2 2 s2 r 2s 2 (12 m) t= = a 2.89396 m/s2 = 2.87978 s . 076 (part 2 of 2) 10.0 points Brakes are put on the cart so that the wheels are in a locked position. If there is a frictional coefficient of 0.157 between cart’s wheels and the surface, what force must Bill maintain to accomplish his goal in this minimum time? Correct answer: 133.863 N. Explanation: Let : mc = 11.7 kg , mt = 18.5 kg , µ = 0.157 , and g = 9.8 m/s2 . a Let : s = 12 m and a = 2.89396 m/s2 . The acceleration is defined by the dimensions of the trash can: ω a h g F m c+m t µN Bill exerts a force F to the right on the system, friction acts to the left, and his net acceleration is to the right, so from dynamics Fnet = mtotal a = F − µ N 6= 0 (mc + mt ) a = F − µ (mc + mt ) g Version 001 – Statics – ramadoss – (171) F = (mc + mt ) a + µ (mc + mt ) g = (mc + mt ) (a + µ g) = (11.7 kg + 18.5 kg) × 2.89396 m/s2 + 0.157 (9.8 m/s2 ) h = 133.863 N . α y1 Drop the Drawbridge 077 10.0 points Sir Lost-a-Lot dons his armor and bursts out of the castle on his trusty steed Tripper in his quest to rescue fair damsels from dragons. Unfortunately his valiant aide Doubtless lowered the drawbridge too far and finally stopped it 28 ◦ below the horizontal. Losta-Lot screeches to a stop when his and his steed’s combined mass (420 kg) is 0.84 m from the end of the bridge, which is 9.1 m long with a mass of 2800 kg. The lift cable is attached to the bridge 4.1 m from the hinge and to the parapets 10 m above the bridge. α l L x Find the tension in the cable. The acceleration of gravity is 9.8 m/s2 . Correct answer: 48.2835 kN. Explanation: θ l β α x1 h + y1 h + ℓ sin α = x1 ℓ cos α −1 h + ℓ sin α θ = tan ℓ cos α ◦ −1 10 m + (4.1 m) sin 28 = tan (4.1 m) cos 28◦ = 73.113◦ . tan θ = Taking the sum of the torques about the hinge, X h 36 L cos α + T ℓ sin(θ − α) 2 − m g (L − x) cos α = 0. τ = −M g 2 T ℓ sin(θ − α) = [M L + 2 m (L − x)] g cos α g cos α [M L + 2 m (L − x)] 2 ℓ sin(θ − α) (9.8 m/s2 ) cos 28◦ = 2 (4.1 m) sin(73.113◦ − 28◦ ) h × (2800 kg) (9.1 m) T = + 2 (420 kg) (9.1 m − 0.84 m) Let : L = 9.1 m , g = 9.8 m/s2 , α = 28◦ , x = 0.84 m , ℓ = 4.1 m , M = 2800 kg , h = 10 m , and m = 420 kg . × i 1 kN 1000 N = 48.2835 kN . Knot in Equilibrium 078 10.0 points The system shown in the figure is in equilibrium. A 15 kg mass is on the table. A string Version 001 – Statics – ramadoss – (171) attached to the knot and the ceiling makes an angle of 64◦ with the horizontal. The coefficient of the static friction between the 15 kg mass and the surface on which it rests is 0.43. Alternate Solution: Equations 1 and 2 come directly from the free-body diagram for the knot. Dividing Eq. 2 by Eq. 1, mmax µM = µ M tan θ = (0.43) (15 kg) tan 64◦ = 13.2245 kg . tan θ = mmax ◦ 64 15 kg m What is the largest mass m can have and still preserve the equilibrium? The acceleration of gravity is 9.8 m/s2 . Correct answer: 13.2245 kg. Explanation: Let : M = 15 kg , m = 13.2245 kg , θ = 64◦ . and For the system to remain in equilibrium, the net forces on both M and m should be zero, so the tension in the rope has an upper bound value Tmax , where Tmax cos θ = µ M g (1) µM g Tmax = cos θ (0.43) (15 kg) (9.8 m/s2 ) = cos 64◦ = 144.193 N . For m to remain in equilibrium Tmax sin θ = mmax g (2) (144.193 N) sin 64◦ Tmax sin θ = mmax = g 9.8 m/s2 = 13.2245 kg . 37