4–1 If A, B, and D are given vectors, prove the distributive law for the vector cross product, i.e., A : (B + D) = (A : B) + (A : D) SOLUTION Consider the three vectors; with A vertical Note obd is perpendicular to A od = ƒ A * (B + D) ƒ = ƒ A ƒ ƒ B + D ƒ sin u3 ob = ƒ A * B ƒ = ƒ A ƒ ƒ B ƒ sin u1 bd = ƒ A * D ƒ = ƒ A ƒ ƒ D ƒ sin u2 T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) Also, these three cross products all lie in the plane obd since they are all perpendicular to A As noted the magnitude of each cross product is proportional to the length of each side of the triangle The three vector cross products also form a closed triangle o¿b¿d¿ which is similar to triangle obd Thus from the figure, A * (B + D) = (A * B) + (A * D) Note also, (QED) A = Ax i + Ay j + Az k B = Bx i + By j + Bz k D = Dx i + Dy j + Dz k A * (B + D) = i Ax Bx + Dx j Ay By + Dy k Az Bz + Dz = [A y (Bz + Dz) - A z(By + Dy)]i - [A x(Bz + Dz) - A z(Bx + Dx)]j + [A x(By + Dy) - A y(Bx + Dx)]k = [(A y Bz - A zBy)i - (A x Bz - A z Bx)]j + (A x By - A y Bx)k + [(A y Dz - A z Dy)i - (A x Dz - A z Dx)j + (A x Dy - A y Dx)k i = Ax Bx j Ay By k i Az + Ax Bz Dx = (A * B) + (A * D) j Ay Dy k Az Dz (QED) © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–2 Prove the triple scalar A # (B : C) = (A : B) # C product identity SOLUTION As shown in the figure Area = B(C sin u) = |B * C| Thus, Volume of parallelepiped is |B * C||h| But, Thus, B * C b` |B * C| T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) |h| = |A # u(B * C)| = ` A # a Volume = |A # (B * C)| Since |(A * B) # C| represents this same volume then A # (B : C) = (A : B) # C Also, LHS = A # (B : C) i = (A x i + A y j + A z k) # Bx Cx j By Cy (QED) k Bz Cz = A x (ByCz - BzCy) - A y (BxCz - BzCx) + A z (BxCy - ByCx) = A xByCz - A xBzCy - A yBxCz + A yBzCx + A zBxCy - A zByCx RHS = (A : B) # C i = Ax Bx j Ay By k A z # (Cx i + Cy j + Cz k) Bz = Cx(A y Bz - A zBy) - Cy(A xBz - A zBx) + Cz(A xBy - A yBx) = A xByCz - A xBzCy - A yBxCz + A yBzCx + A zBxCy - A zByCx Thus, LHS = RHS A # (B : C) = (A : B) # C (QED) © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–3 Given the three nonzero vectors A, B, and C, show that if A # (B : C) = 0, the three vectors must lie in the same plane SOLUTION Consider, |A # (B * C)| = |A| |B * C | cos u = (|A| cos u)|B * C| = |h| |B * C| = BC |h| sin f T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = volume of parallelepiped If A # (B * C) = 0, then the volume equals zero, so that A, B, and C are coplanar © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 *4–4 Determine the moment about point A of each of the three forces acting on the beam F2 = 500 lb F1 = 375 lb A B 0.5 ft ft ft SOLUTION ft 30˚ F3 = 160 lb a + 1MF12A = - 375182 = - 3000 lb # ft = 3.00 kip # ft (Clockwise) Ans a + 1MF22A = - 500 a b 1142 = - 5600 lb # ft = 5.60 kip # ft (Clockwise) Ans a + 1MF32A = - 1601cos 30°21192 + 160 sin 30°10.52 Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = - 2593 lb # ft = 2.59 kip # ft (Clockwise) © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–5 Determine the moment about point B of each of the three forces acting on the beam F2 = 500 lb F1 = 375 lb A B 0.5 ft ft ft SOLUTION ft 30˚ F3 = 160 lb a + 1MF12B = 3751112 = 4125 lb # ft = 4.125 kip # ft (Counterclockwise) Ans a + 1MF22B = 500 a b 152 = 2000 lb # ft = 2.00 kip # ft (Counterclockwise) Ans a + 1MF32B = 160 sin 30°10.52 - 160 cos 30°102 Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = 40.0 lb # ft (Counterclockwise) © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–6 The crane can be adjusted for any angle 0° … u … 90° and any extension … x … m For a suspended mass of 120 kg, determine the moment developed at A as a function of x and u What values of both x and u develop the maximum possible moment at A? Compute this moment Neglect the size of the pulley at B x 9m B 1.5 m θ A SOLUTION a + MA = - 12019.81217.5 + x2 cos u = 5-1177.2 cos u17.5 + x26 N # m = 51.18 cos u17.5 + x26 kN # m (Clockwise) Ans The maximum moment at A occurs when u = 0° and x = m Ans a + 1MA2max = 5- 1177.2 cos 0°17.5 + 526 N # m T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = - 14 715 N # m = 14.7 kN # m (Clockwise) Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–7 Determine the moment of each of the three forces about point A F1 F2 250 N 30 300 N 60 A 2m 3m 4m SOLUTION The moment arm measured perpendicular to each force from point A is d1 = sin 60° = 1.732 m B d2 = sin 60° = 4.330 m F3 500 N d3 = sin 53.13° = 1.60 m Using each force where MA = Fd, we have T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) a + 1MF12A = - 25011.7322 = - 433 N # m = 433 N # m (Clockwise) Ans a + 1MF22A = - 30014.3302 = - 1299 N # m = 1.30 kN # m (Clockwise) a + 1MF32A = - 50011.602 = - 800 N # m = 800 N # m (Clockwise) Ans Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 *4–8 Determine the moment of each of the three forces about point B F2 ϭ 300 N F1 ϭ 250 N 30Њ 60Њ A 2m 3m SOLUTION 4m The forces are resolved into horizontal and vertical component as shown in Fig a For F1, a + MB = 250 cos 30°(3) - 250 sin 30°(4) = 149.51 N # m = 150 N # m d Ans B For F2, F3 ϭ 500 N a + MB = 300 sin 60°(0) + 300 cos 60°(4) = 600 N # m d Ans MB = T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) Since the line of action of F3 passes through B, its moment arm about point B is zero Thus Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–9 Determine the moment of each force about the bolt located at A Take FB = 40 lb, FC = 50 lb 0.75 ft B 2.5 ft 30 FC 20 A C 25 FB SOLUTION Ans a +MC = 50 cos 30°(3.25) = 141 lb # ftd Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) a +MB = 40 cos 25°(2.5) = 90.6 lb # ft d © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–10 If FB = 30 lb and FC = 45 lb, determine the resultant moment about the bolt located at A 0.75 ft B 2.5 ft A C 30 FC 20 25 FB SOLUTION a + MA = 30 cos 25°(2.5) + 45 cos 30°(3.25) T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = 195 lb # ft d © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–159 Wet concrete exerts a pressure distribution along the wall of the form Determine the resultant force of this distribution and specify the height h where the bracing strut should be placed so that it lies through the line of action of the resultant force The wall has a width of m p p 4m (4 z /2) kPa SOLUTION Equivalent Resultant Force: h z + F = ©F ; : R x -FR = - LdA = 4m L0 kPa wdz a20z2 b A 103 B dz FR = L0 = 106.67 A 103 B N = 107 kN ; z Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) Location of Equivalent Resultant Force: z z = LA zdA = dA LA zwdz L0 z L0 wdz 4m zc A 20z2 B (103) ddz = L0 4m A 20z2 B (103)dz L0 4m c A 20z2 B (10 3) ddz = L0 4m A 20z2 B (103)dz L0 = 2.40 m Thus, h = - z = - 2.40 = 1.60 m Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 *4–160 Replace the loading by an equivalent force and couple moment acting at point O w –– w = (200x ) N/m 600 N/m x O 9m SOLUTION Equivalent Resultant Force And Moment At Point O: + c FR = ©Fy ; x FR = - LA dA = - 9m FR = - L0 wdx A 200x2 B dx L0 = - 3600 N = 3.60 kN T Ans x MRO = - T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) a + MRO = ©MO ; L0 xwdx 9m = - L0 9m = - x A 200x2 B dx A 200x2 B dx L0 = - 19 440 N # m = 19.4 kN # m (Clockwise) Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–161 Determine the magnitude of the equivalent resultant force of the distributed load and specify its location on the beam measured from point A w 420 lb/ft w = (5 (x – 8)2 +100) lb/ft 100 lb/ft 120 lb/ft A x SOLUTION ft Equivalent Resultant Force: + c FR = ©Fy ; ft x - FR = - LA dA = - L0 wdx 10 ft FR = 351x - 822 + 1004dx L0 = 1866.67 lb = 1.87 kip T Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) Location of Equivalent Resultant Force: x ' LA x = xdA = dA LA L0 L0 xwdx x wdx 10 ft = x351x - 822 + 1004dx L0 10 ft 351x - 822 + 1004dx L0 10 ft = L0 15x3 - 80x2 + 420x2dx 10 ft L0 = 3.66 ft 351x - 822 + 1004dx Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 ■4–162 Determine the equivalent resultant force of the distributed loading and its location, measured from point A Evaluate the integral using Simpson’s rule w w 5x (16 x2)1/2 kN/m 5.07 kN/m kN/m A 3m SOLUTION x B 1m FR = L wdx = L0 45x + (16 + x2)2 dx FR = 14.9 kN 4 x dF = L0 (x) 45x + (16x + x2 )2 dx = 33.74 kN # m x = 33.74 = 2.27 m 14.9 T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) L0 Ans Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–163 Determine the resultant couple moment of the two couples that act on the assembly Member OB lies in the x-z plane z y A 400 N O 500 mm 150 N SOLUTION x 45° For the 400-N forces: 600 mm M C1 = rAB * 1400i2 i = 0.6 cos 45° 400 j - 0.5 k - 0.6 sin 45° B 400 mm C = - 169.7j + 200k 150 N T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) For the 150-N forces: 400 N M C2 = rOB * 1150j2 i = 0.6 cos 45° j 150 k - 0.6 sin 45° = 63.6i + 63.6k M CR = M C1 + M C2 M CR = 63.6i - 170j + 264k N # m Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 *4–164 The horizontal 30-N force acts on the handle of the wrench What is the magnitude of the moment of this force about the z axis? z 30 N 200 mm B A 45 45 10 mm 50 mm O SOLUTION x Position Vector And Force Vectors: rBA = { -0.01i + 0.2j} m rOA = [( - 0.01 - 0)i + (0.2 - 0)j + (0.05 - 0)k} m = { -0.01i + 0.2j + 0.05k} m F = 30(sin 45°i - cos 45° j) N T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = [21.213i - 21.213j] N Moment of Force F About z Axis: The unit vector along the z axis is k Applying Eq 4–11, we have Mz = k # (rBA * F) = - 0.01 21.213 0.2 - 21.213 03 = - + 1[(- 0.01)(- 21.213) - 21.213(0.2)] = - 4.03 N # m Or Ans Mz = k # (rOA * F) = - 0.01 21.213 0.2 - 21.213 0.05 = - + 1[(- 0.01)(- 21.213) - 21.213(0.2)] = - 4.03 N # m Ans The negative sign indicates that Mz, is directed along the negative z axis © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 y 4–165 z The horizontal 30-N force acts on the handle of the wrench Determine the moment of this force about point O Specify the coordinate direction angles a, b, g of the moment axis 200 mm B A 30 N 45Њ 45Њ 10 mm 50 mm O SOLUTION x Position Vector And Force Vectors: rOA = {( - 0.01 - 0)i + (0.2 - 0)j + (0.05 - 0)k} m = {- 0.01i + 0.2j + 0.05k} m F = 30(sin 45°i - cos 45°j) N = {21.213i - 21.213j} N T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) Moment of Force F About Point O: Applying Eq 4–7, we have MO = rOA * F i = -0.01 21.213 j 0.2 - 21.213 k 0.05 = {1.061i + 1.061j - 4.031k} N # m = {1.06i + 1.06j - 4.03k} N # m The magnitude of MO is Ans MO = 21.0612 + 1.0612 + (- 4.031)2 = 4.301 N # m The coordinate direction angles for MO are a = cos - a 1.061 b = 75.7° 4.301 Ans b = cos - a 1.061 b = 75.7° 4.301 Ans g = cos - a - 4.301 b = 160° 4.301 Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 y 4–166 The forces and couple moments that are exerted on the toe and heel plates of a snow ski are Ft = 5- 50i + 80j - 158k6N, M t = 5- 6i + 4j + 2k6N # m, and Fh = 5- 20i + 60j - 250k6 N, M h = 5- 20i + 8j + 3k6 N # m, respectively Replace this system by an equivalent force and couple moment acting at point P Express the results in Cartesian vector form z P Fh Ft O Mh 800 mm Mt 120 mm y x SOLUTION FR = Ft + Fh = { -70i + 140j - 408k} i MRP = 0.8 -20 j 60 i k + 0.92 -50 -250 j 80 Ans N k + ( - 6i + 4j + 2k) + (- 20i + 8j + 3k) -158 T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) MRP = (200j + 48k) + (145.36j + 73.6k) + ( -6i + 4j + 2k) + ( -20i + 8j + 3k) MRP = {- 26i + 357.36j + 126.6k} N # m MRP = {- 26i + 357j + 127k} N # m Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–167 Replace the force F having a magnitude of F = 50 lb and acting at point A by an equivalent force and couple moment at point C z A 30 ft C F SOLUTION FR = 50 B O 10 ft (10i + 15j - 30k) 2(10)2 + (15)2 + ( - 30)2 R FR = {14.3i + 21.4j - 42.9k} lb MRC = rCB i * F = 10 14.29 j 45 21.43 20 ft x Ans 15 ft k -42.86 B 10 ft = { -1929i + 428.6j - 428.6k} lb # ft T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) MA = { -1.93i + 0.429j - 0.429k} kip # ft Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 y *4–168 Determine the coordinate direction angles a, b, g of F, which is applied to the end A of the pipe assembly, so that the moment of F about O is zero 20 lb F z y O 10 in in SOLUTION A Require MO = This happens when force F is directed along line OA either from point O to A or from point A to O The unit vectors uOA and uAO are x uOA = in in (6 - 0) i + (14 - 0) j + (10 - 0) k 2(6 - 0)2 + (14 - 0)2 + (10 - 0)2 = 0.3293i + 0.7683j + 0.5488k Thus, uAO = Ans b = cos - 0.7683 = 39.8° Ans g = cos - 0.5488 = 56.7° Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) or a = cos - 0.3293 = 70.8° (0 - 6)i + (0 - 14)j + (0 - 10) k 2(0 - 6)2 + (0 - 14)2 + (0 - 10)2 = - 0.3293i - 0.7683j - 0.5488k Thus, a = cos - ( -0.3293) = 109° Ans b = cos - ( -0.7683) = 140° Ans g = cos - ( -0.5488) = 123° Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–169 Determine the moment of the force F about point O The force has coordinate direction angles of a = 60°, b = 120°, g = 45° Express the result as a Cartesian vector 20 lb F z y O 10 in in SOLUTION A Position Vector And Force Vectors: in rOA = {(6 - 0)i + (14 - 0)j + (10 - 0) k} in in x = {6i + 14j + 10k} in F = 20(cos 60°i + cos 120°j + cos 45°k) lb = (10.0i - 10.0j + 14.142k} lb T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) Moment of Force F About Point O: Applying Eq 4–7, we have MO = rOA * F i = 10.0 j 14 - 10.0 k 10 14.142 = {298i + 15.1j - 200k} lb # in Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–170 Determine the moment of the force Fc about the door hinge at A Express the result as a Cartesian vector z C 1.5 m 2.5 m FC 250 N a SOLUTION Position Vector And Force Vector: 30 A rAB = {[-0.5 - (- 0.5)]i + [0 - ( - 1)]j + (0 - 0)k} m = {1j} m FC = 250 § [-0.5 - ( -2.5)]i + {0 - [ - (1 + 1.5 cos 30°)]}j + (0 - 1.5 sin 30°)k [ -0.5 - (-2.5)]2 + B {0 - [ - (1 + 1.5 cos 30°)]}2 + (0 - 1.5 sin 30°)2 a B 1m 0.5 m ¥N x y T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = [159.33i + 183.15j - 59.75k]N Moment of Force Fc About Point A: Applying Eq 4–7, we have MA = rAB * F = i 159.33 j 183.15 k - 59.75 = {- 59.7i - 159k}N # m Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–171 Determine the magnitude of the moment of the force Fc about the hinged axis aa of the door z C 1.5 m 2.5 m FC 250 N a SOLUTION Position Vector And Force Vectors: 30 A rAB = {[ -0.5 - ( - 0.5)]i + [0 - ( -1)]j + (0 - 0)k} m = {1j} m FC = 250 § {- 0.5 - ( - 2.5)]i + {0 - [ - (1 + 1.5 cos 30°)]}j + (0 - 1.5 sin 30°)k [- 0.5 - ( - 2.5)]2 + B{0 - [ - (1 + 1.5 cos 30°)]}2 + (0 - 1.5 sin 30°)2 a B 1m 0.5 m ¥N x y T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) = [159.33i + 183.15j - 59.75k] N Moment of Force Fc About a - a Axis: The unit vector along the a – a axis is i Applying Eq 4–11, we have Ma - a = i # (rAB * FC) = 159.33 183.15 0 -59.75 = 1[1(- 59.75) - (183.15)(0)] - + = - 59.7 N # m The negative sign indicates that Ma - a is directed toward the negative x axis Ma - a = 59.7 N # m Ans © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 *4–172 The boom has a length of 30 ft, a weight of 800 lb, and mass center at G If the maximum moment that can be developed by the motor at A is M = 2011032 lb # ft, determine the maximum load W, having a mass center at G¿, that can be lifted Take u = 30° 800 lb 14 ft G¿ 16 ft A M G u W ft SOLUTION 20(103) = 800(16 cos 30°) + W(30 cos 30° + 2) Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) W = 319 lb © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 4–173 If it takes a force of F = 125 lb to pull the nail out, determine the smallest vertical force P that must be applied to the handle of the crowbar Hint: This requires the moment of F about point A to be equal to the moment of P about A.Why? 60 O 20 in P SOLUTION 14 in c + MF = 125(sin 60°)(3) = 324.7595 lb # in A 1.5 in c + Mp = P(14 cos 20° + 1.5 sin 20°) = MF = 324.7595 lb # in Ans T an his th d wo sa eir is p rk w le co ro is ill o u vi pr de f a rse de ot st ny s d s ec ro p an o te y ar d le d th t o a ly by e s in f th se for Un te is ss th ite gr w in e ity o g us d S of rk ( stu e o tat th inc de f i es e lu nt ns co w d le tr p or in a uc y k g rn to rig an on in rs h d th g in t la is e D t w no W iss ea s t p or em ch in er ld m W ina g itt id tio ed e n We or b) P = 23.8 lb © 2013 Pearson Education, Inc., Upper Saddle River, NJ All rights reserved This publication is protected by Copyright and written permission should be obtained from the publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding permission(s), write to: Rights and Permissions Department, Pearson Education, Inc., Upper Saddle River, NJ 07458 F ... prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information regarding... publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information... publisher prior to any prohibited reproduction, storage in a retrieval system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise For information