Statics Chapter II Fall 2018 Exercises Corresponding to Sections 2.1, 2.2, and 2.3

Similar documents
Eng Sample Test 4

Sample 5. Determine the tension in the cable and the horizontal and vertical components of reaction at the pin A. Neglect the size of the pulley.

TUTORIAL SHEET 1. magnitude of P and the values of ø and θ. Ans: ø =74 0 and θ= 53 0

Announcements. Equilibrium of a Rigid Body

The case where there is no net effect of the forces acting on a rigid body

if the initial displacement and velocities are zero each. [ ] PART-B

5.2 Rigid Bodies and Two-Dimensional Force Systems

The centroid of an area is defined as the point at which (12-2) The distance from the centroid of a given area to a specified axis may be found by

I B.TECH EXAMINATIONS, JUNE ENGINEERING MECHANICS (COMMON TO CE, ME, CHEM, MCT, MMT, AE, AME, MIE, MIM)

Equilibrium of a Rigid Body. Engineering Mechanics: Statics

SOLUTION 8 1. a+ M B = 0; N A = 0. N A = kn = 16.5 kn. Ans. + c F y = 0; N B = 0

Questions from all units

When a rigid body is in equilibrium, both the resultant force and the resultant couple must be zero.

3.1 CONDITIONS FOR RIGID-BODY EQUILIBRIUM

KINGS COLLEGE OF ENGINEERING ENGINEERING MECHANICS QUESTION BANK UNIT I - PART-A

STATICS. Bodies. Vector Mechanics for Engineers: Statics VECTOR MECHANICS FOR ENGINEERS: Design of a support

Force and Moment. Figure 1 Figure 2

TEST REPORT. Question file: P Copyright:

Name. ME 270 Fall 2005 Final Exam PROBLEM NO. 1. Given: A distributed load is applied to the top link which is, in turn, supported by link AC.

11.1 Virtual Work Procedures and Strategies, page 1 of 2

Chapter Objectives. Copyright 2011 Pearson Education South Asia Pte Ltd

VALLIAMMAI ENGINEERING COLLEGE SRM NAGAR, KATTANKULATHUR DEPARTMENT OF MECHANICAL ENGINEERING

Equilibrium of a Particle

Announcements. Equilibrium of a Particle in 2-D

Equilibrium & Elasticity

STATICS. FE Review. Statics, Fourteenth Edition R.C. Hibbeler. Copyright 2016 by Pearson Education, Inc. All rights reserved.

Engineering Mechanics: Statics in SI Units, 12e

Continuing Education Course #207 What Every Engineer Should Know About Structures Part B Statics Applications

Ishik University / Sulaimani Architecture Department. Structure. ARCH 214 Chapter -5- Equilibrium of a Rigid Body

EQUILIBRIUM OF RIGID BODIES

Similar to trusses, frames are generally fixed, load carrying structures.

Equilibrium. Rigid Bodies VECTOR MECHANICS FOR ENGINEERS: STATICS. Eighth Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr.

Problems (Equilibrium of Particles)

Dept of ECE, SCMS Cochin

Statics deal with the condition of equilibrium of bodies acted upon by forces.

ASSOCIATE DEGREE IN ENGINEERING EXAMINATIONS SEMESTER /13

MEE224: Engineering Mechanics Lecture 4

Code No: R Set No. 1

C7047. PART A Answer all questions, each carries 5 marks.

Determine the resultant internal loadings acting on the cross section at C of the beam shown in Fig. 1 4a.

Anna University May/June 2013 Exams ME2151 Engineering Mechanics Important Questions.

PROBLEMS ON EQUILIBRIUM OF PARTICLES

STRESS. Bar. ! Stress. ! Average Normal Stress in an Axially Loaded. ! Average Shear Stress. ! Allowable Stress. ! Design of Simple Connections

1. If it is known that the center pin A supports one-half of the vertical loading shown, determine the force in member BF.

ENGR-1100 Introduction to Engineering Analysis. Lecture 13

and F NAME: ME rd Sample Final Exam PROBLEM 1 (25 points) Prob. 1 questions are all or nothing. PROBLEM 1A. (5 points)

When a rigid body is in equilibrium, both the resultant force and the resultant couple must be zero.

EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS

EQUATIONS OF EQUILIBRIUM & TWO-AND THREE-FORCE MEMEBERS

HATZIC SECONDARY SCHOOL

JNTU World. Subject Code: R13110/R13

DYNAMICS ME HOMEWORK PROBLEM SETS


MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

Reg. No. : Question Paper Code : B.E./B.Tech. DEGREE EXAMINATION, NOVEMBER/DECEMBER Second Semester.

Three torques act on the shaft. Determine the internal torque at points A, B, C, and D.

h p://edugen.wileyplus.com/edugen/courses/crs1404/pc/c06/c2hlch... 1 of 4 16-Sep-12 19:20 CHAPTER 6

7.6 Journal Bearings

Unit 21 Couples and Resultants with Couples

NAME: Section: RIN: Tuesday, May 19, :00 11:00. Problem Points Score Total 100

Vector Mechanics: Statics

is the study of and. We study objects. is the study of and. We study objects.

SOLUTION 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).

where x and y are any two non-parallel directions in the xy-plane. iii) One force equation and one moment equation.

Chapter 8. Rotational Equilibrium and Rotational Dynamics. 1. Torque. 2. Torque and Equilibrium. 3. Center of Mass and Center of Gravity

Addis Ababa University Addis Ababa Institute of Technology School Of Mechanical and Industrial Engineering Extension Division Assignment 2

1. Replace the given system of forces acting on a body as shown in figure 1 by a single force and couple acting at the point A.

Engineering Mechanics: Statics in SI Units, 12e

Jurong Junior College 2014 J1 H1 Physics (8866) Tutorial 3: Forces

2016 ENGINEERING MECHANICS

F R. + F 3x. + F 2y. = (F 1x. j + F 3x. i + F 2y. i F 3y. i + F 1y. j F 2x. ) i + (F 1y. ) j. F 2x. F 3y. = (F ) i + (F ) j. ) j

.VALLIAMMAI ENGINEERING COLLEGE

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

INTI INTERNATIONAL UNIVERSITY FOUNDATION PROGRAMME (ENGINEERING/SCIENCE) (CFSI) EGR 1203: ENGINEERING MECHANICS FINAL EXAMINATION: AUGUST 2015 SESSION

Physics, Chapter 3: The Equilibrium of a Particle

Physics 8, Fall 2017, Practice Exam.

Student AP Physics 1 Date. Newton s Laws B FR

The University of Melbourne Engineering Mechanics

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever,

Figure 9.1 (a) Six performers in the circus; (b) free-body diagram of the performers / Alan Thornton/Stone/Getty Images

7 STATICALLY DETERMINATE PLANE TRUSSES

Unit 4 Statics. Static Equilibrium Translational Forces Torque

TOPIC E: OSCILLATIONS EXAMPLES SPRING Q1. Find general solutions for the following differential equations:

ENGINEERING MECHANICS SOLUTIONS UNIT-I

6. Find the net torque on the wheel in Figure about the axle through O if a = 10.0 cm and b = 25.0 cm.

3D Force Couple System and Resultant. Q.No.1: Replace the force system by an equivalent force and couple moment at point A.

PROBLEMS. m s TAC. m = 60 kg/m, determine the tension in the two supporting cables and the reaction at D.

1. Please complete the following short problems.

Announcements. Trusses Method of Joints

1 MR SAMPLE EXAM 3 FALL 2013

2014 MECHANICS OF MATERIALS

EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMBERS

OCR Maths M2. Topic Questions from Papers. Statics

Sample Final Exam 02 Physics 106 (Answers on last page)

Problems (Equilibrium of Particles)

1. The toggle pliers are used for a variety of clamping purposes. For the handle position given by a=10 o and for a handle grip P=150 N, calculate

The University of Melbourne Engineering Mechanics

Chapter - 1. Equilibrium of a Rigid Body

B.Tech. Civil (Construction Management) / B.Tech. Civil (Water Resources Engineering)

FE Sta'cs Review. Torch Ellio0 (801) MCE room 2016 (through 2000B door)

Transcription:

Statics Chapter II Fall 2018 Exercises Corresponding to Sections 2.1, 2.2, and 2.3 2 3 Determine the magnitude of the resultant force FR = F1 + F2 and its direction, measured counterclockwise from the positive x axis. 2 7 Resolve the force F1 into components acting along the u and v axes and determine the magnitudes of the components. 2 8 Resolve the force F2 into components acting along the u and v axes and determine the magnitudes of the components. 2 20 Determine the design angle ϕ ( 0 o ϕ 90 o ) between struts AB and AC so that the 400-lb horizontal force has a component of 600 lb which acts up to the left, in the same direction as from B towards A. Take θ = 30. 2 31 If the resultant force of the two tugboats is required to be directed towards the positive x axis, and F B is to be a minimum, determine the magnitude of F R and F B and the angle θ.

Statics Chapter II Fall 2018 Exercises Corresponding to Section 2.4 F2 11 If the magnitude of the resultant force acting on the bracket is to be 80 lb directed along the u axis, determine the magnitude of F and its direction θ. 2 57 If the resultant force acting on the bracket is required to be a minimum, determine the magnitudes of F1 and the resultant force. Set = 30. Exercises Corresponding to Sections 2.5 and 2.6 2 71 Specify the magnitude and coordinate direction angles α, β, and γ of F 1 so that the resultant of the three forces acting on the bracket is F R = { 350 k} lb. Note that F 3 lies in the x y plane.

Statics Chapter II Fall 2018 2 74 Determine the magnitude and coordinate direction angles of the resultant force, and sketch this vector on the coordinate system. Exercises Corresponding to Sections 2.7 and 2.8 2 92 Express each of the forces in Cartesian vector form and determine the magnitude and coordinate direction angles of the resultant force. 2 98 The force F has a magnitude of 80 lb and acts at the midpoint C of the thin rod. Express the force as a Cartesian vector. 2 87 (13 th Ed.) Determine the lengths of wires AD, BD, and CD. The ring at D is midway between A and B.

Statics Chapter II Fall 2018 Exercises Corresponding to Section 2.9 2 130 Determine the angles θ and φ made between the axes OA of the flag pole and AB and AC, respectively, of each cable. 2 126 Determine the magnitude of the projected component of the 100-lb force acting along the axis BC of the pipe and perpendicular to it. 2 122 Determine the angle θ between the cables AB and AC. 2 124 Determine the magnitude of the projected component of the force F = {400i 200j + 500k} N acting along the cable CA and perpendicular to it.

Statics Chapter III Fall 2018 Exercises Corresponding to Sections 3.1, 3.2, 3.3, 8.1, and 8.2 3 7 The man attempts to pull down the tree using the cable and small pulley arrangement shown. If the tension in AB is 60 lb, determine the tension in cable CAD and the angle θ which the cable makes at the pulley. 3 22 The springs BA and BC each have a stiffness of 500 N/m and an unstretched length of 3 m. Determine the horizontal force F applied to the cord which is attached to the small ring B that the displacement of the ring from the wall is d = 1.5 m. 8 31 Two blocks A and B have a weight of 10 lb and 6 lb, respectively. They are resting on the incline for which the coefficients of static friction are μa = 0.15 and μb = 0,25. Determine the angle θ which will cause motion of one of the blocks. What is the friction force under each of the blocks when this occurs? The spring has a stiffness of k = 2 lb/ft and is originally unstretched.

Statics Chapter III Fall 2018 8 39 (13 th Ed.) Determine the smallest force the man must exert on the rope in order to move the 80-kg crate. Also, what is the angle θ at this moment? The coefficient of static friction between the crate and the floor is μs = 0.3. 8 47 Crates A and B weight 200 lb and 150 lb, respectively. They are connected together with a cable and placed on the inclined plane. If the angle is gradually increased. Determine when the crates begin to slide. The coefficients of static friction between the crates and the plane are µa = 0.25 and µb = 0.35.

Statics Chapter III Fall 2018 Exercises Corresponding to Section 3.4 3 45 If the bucket and its contents have a total weight of 20 lb, determine the force in the supporting cables DA, DB, and DC. 3 63 The crate has a mass of 130 kg. Determine the tension developed in each cable for equilibrium. 3 66 Determine the tension developed in cables AB, AC, and AD required for equilibrium of the 300-lb crate.

Statics Chapter IV Fall 2018 Exercises Corresponding to Section 4.1 4 5 Determine the moment about point B of each of the three forces acting on the beam. 4 11 The towline exerts a force of P = 6 kn at the end of the 8-m-long crane boom. If θ = 30 o, determine the placement x of the hook at B so that this force creates a maximum moment about point O. What is this moment? 4 12 The towline exerts a force of P = 6 kn at the end of the 8-m-long crane boom. If x = 10 m, determine the position θ of the boom so that this force creates a maximum moment about point O. What is this moment? Exercises Corresponding to Sections 4.2, 4.3, and 4.4 4 33 The pipe assembly is subjected to the force of F = {600i + 800j 500k} N. Determine the moment of this force about point B.

Statics Chapter IV Fall 2018 4 35 Determine the smallest force F that must be applied along the rope in order to cause the curved rod, which has a radius of 4 m, to fail at the support A. This requires a moment of M = 1500 N m to be developed at A. 4 48 Force F acts perpendicular to the inclined plane. Determine the moment produced by F about point A. Express the result as a Cartesian vector. Exercises Corresponding to Section 4.5 4 57 Determine the moment of the force F about an axis extending between A and C. Express the result as a Cartesian vector.

Statics Chapter IV Fall 2018 4 63 Determine the magnitude of the moment of the force F = {50i - 20j - 80k} N about the base line CA of the tripod. 4 60 The A-frame is being hoisted into an upright position by the vertical force of F = 80 lb. Determine the moment of this force about the y axis when the frame is in the position shown. Exercises Corresponding to Section 4.6 4 71 Two couples act on the beam. Determine the magnitude of F so that the resultant couple moment is 450 lb ft, counterclockwise. Where on the beam does the resultant couple moment act?

Statics Chapter IV Fall 2018 4 72 Determine the magnitude of the couple force F so that the resultant couple moment on the crank is zero. 4 91 If the couple moment acting on the pipe has a magnitude of 300 N m determine the magnitude F of the forces applied to the wrenches. 4 90 (13 th Ed.) Determine the distance d between A and B so that the resultant couple moment has a magnitude of MR = 20 N m.

Statics Chapter IV Fall 2018 Exercises Corresponding to Section 4.6 4 105 (13 th Ed.) Replace the force system acting on the frame by a resultant force and couple moment at point A. 4 108 Replace the force system by an equivalent resultant force and couple moment at point O. Take F3 = {-200i + 500j - 300k} N.

Statics Chapter V Fall 2018 Exercises Corresponding to Section 9.1 9 17 Locate the centroid (x, y) of the area. 9 28 (13 th Ed.) Locate the centroid (x, y) of the area. 9 5 Determine the distance x, y to the center of gravity of the homogeneous rod.

Statics Chapter V Fall 2018 9 40 Locate the y centroid of the paraboloid. 9 43 Locate the centroid of the quarter cone. Exercises Corresponding to Section 9.2 F9 7 Locate the centroid (x, y, z) of the wire bent in the shape shown.

Statics Chapter V Fall 2018 9 65 Determine the location (x, y) of the centroid C of the area. Problem the composite Centroids 1. Locate the centroid (x, y) of area. 9 85 Determine the distance z to the centroid of the shape which consists of a cone with a hole of height h = 50 mm bored into its base.

Statics Chapter V Fall 2018 9 81 The assembly is made from a steel hemisphere, ρst = 7.80 Mg/m 3, and an aluminum cylinder, ρal = 2.70 Mg/m 3. Determine the center of mass of the assembly if the height of the cylinder is h = 200 mm. Exercises Corresponding to Section 4.9 F4 37 Determine the resultant force and specify where it acts on the beam measured from A. 4 144 The distribution of soil loading on the bottom of a building slab is shown. Replace this loading by an equivalent resultant force and specify its location, measured from point O.

Statics Chapter V Fall 2018 4 155 Replace the distributed loading by an equivalent resultant force and specify where its line of action intersects a vertical line along member BC, measured from C.

Statics Chapter VI Fall 2018 Exercises Corresponding to Sections 5.1, 5.2, 5.3, and 5.4 F5 5 The 25 kg bar has its center of mass at G. If it is supported by a smooth peg at C, a roller at A, and a cord AB determine the reaction at these supports. 5 12 Determine the horizontal and vertical components of reaction at the pin A and the reaction of the rocker B on the beam. 5 15 Determine the reactions at the supports.

Statics Chapter VI Fall 2018 5 25 Determine the reactions on the bent rod which is supported by a smooth surface at B and by a collar at A, which is fixed to the rod and is free to slide over the fixed inclined rod. 5 27 Determine the reactions acting on the smooth uniform bar, which has a mass of 20 kg. 5 45 The man uses the hand truck to move material up the step. If the truck and its contents have a mass of 50 kg with center of gravity at G, determine the normal reaction on both wheels and the magnitude and direction of the minimum force required at the grip B needed to lift the load.

Statics Chapter VI Fall 2018 5 36 The beam of negligible weight is supported horizontally by two springs. If the beam is horizontal and the springs are unstretched when the load is removed, determine the angle of tilt of the beam when the load is applied. 8 24 The uniform thin pole has a weight of 30 lb and a length of 26 ft. If it is placed against the smooth wall and on the rough floor in the position d = 10 ft, will it remain in this position when it is released? The coefficient of static friction is μs = 0.3. 8 32 Determine the smallest force P that must be applied in order to cause the 150-lb uniform crate to move. The coefficient of static friction between the crate and the floor is μs = 0.5.

Statics Chapter VI Fall 2018 Exercises Corresponding to Sections 5.1, 5.2, 5.3, and 5.4 5 82 The sign has a mass of 100 kg with center of mass at G. Determine the x, y, z components of reaction at the ball-and socket joint A and the tension in wires BC and BD. 5 82 (13 th Ed.) Determine the tensions in the cables and the components of reaction acting on the smooth collar at A necessary to hold the 50-lb sign in equilibrium. The center of gravity for the sign is at G. RB 2. Determine the tensions TAE and TGF in the two supporting cables resulting from the 1.2 kn tension in cable CD. Assume the absence of any resisting moments on the base of the pole at O about the x and y axes, but not about z axis. Use vector approach.

Statics Chapter VIII Fall 2018 Exercises Corresponding to Sections 6.1, 6.2, and 6.3 6 8 Determine the force in each member of the truss, and state if the members are in tension or compression. 6 17 If the maximum force that any member can support is 8 kn in tension and 6 kn in compression, determine the maximum force P that can be supported at joint D. Exercises Corresponding to Section 6.4 R6 4 Determine the force in members GF and FB, and BC of the Fink truss and state if the members are in tension or compression. 6 46 (13 th Ed.) Determine the force in members CD and CM of the Baltimore bridge truss and state if the members are in tension or compression. Also, indicate all zero-force members.

Statics Chapter VIII Fall 2018 6 40 Determine the force in members CD, CF, and CG and state if these members are in tension or compression. Exercises Corresponding to Section 6.6 6 61 Determine the force P required to hold the 100-lb weight in equilibrium. 6 69 Determine the reactions at supports A and B.

Statics Chapter VIII Fall 2018 6 70 Determine the horizontal and vertical components of force at pins B and C. The suspended cylinder has a mass of 75 kg. 6 72 Determine the resultant force at pins A, B, and C on the three-member frame. 6 76 Determine the horizontal and vertical components of force which the pins at A and B exert on the frame.

Statics Chapter VIII Fall 2018 6 77 The two- member structure is connected at C by a pin, which is fixed to BDE and passes through the smooth slot in member AC. Determine the horizontal and vertical components of reaction at the supports. 6 80 The toggle clamp is subjected to a force F at the handle. Determine the vertical clamping force acting at E. 6 98 The two-member frame is pin connected at E. The cable is attached to D, passes over the smooth peg at C, and supports the 500-N load. Determine the horizontal and vertical reactions at each pin.

Statics Chapter VIII Fall 2018 Exercises Corresponding to Section 7.1 7 18 Determine the internal normal force, shear force, and the moment at points C and D. 7 22 Determine the internal normal force, shear force, and moment at points D and E in the overhang beam. Point D is located just to the left of the roller support at B, where the couple moment acts. Exercises Corresponding to Section 7.2 7 46 Draw the shear and moment diagrams for the beam (a) in terms of the parameters shown; (b) set P = 800 lb, a = 5 ft, L = 12 ft. F7 8 Determine the shear and moment as a function of x, then draw the shear and moment diagrams.

Statics Chapter VIII Fall 2018 7 59 Draw the shear and moment diagrams for the beam. 7 64 Draw the shear and moment diagrams for the beam. 7 93 Draw the shear and moment diagrams for the beam.

Statics Chapter IX Fall 2018 Exercises Corresponding to Sections 10.1 and 10.2 10 21 Determine the moment of inertia for the shaded area about the x axis. 10 22 Determine the moment of inertia for the shaded area about the y axis. 10 23 Determine the moment of inertia for the shaded area about the x axis. 10 24 Determine the moment of inertia for the shaded area about the y axis. Exercises Corresponding to Section 10.4 10 25 Determine the moment of inertia of the composite area about the x axis.

Statics Chapter IX Fall 2018 10 47 Determine the moment of inertia for the shaded area about the y axis.