558. The two shafts are made of A36 steel. Each has a diameter of 1 in., and they are supported by bearings at A,


 Deirdre Cain
 2 years ago
 Views:
Transcription
1 J. J.' ''.1J L.d 1V J L...,V./ The two shafts are made of A36 steel. Each has a diameter of 1 in., and they are supported by bearings at A, L and C, which allow free rotation. If the support at D is J fixed, determine the angle of twist of end B when the torques are agplied to tl1e assmbly as shown. r  fts t!?c; are mde  of A36 steel. Each has a diameter of 1 in., and they are supported by bearings at A, B, and C, which allow free rotation. If the support at D is fixed, determine the angle of twist of end A when the torques are applied to the assembly as shown , " 0 80 lb. ft 30 in. Probs. 558/559 *60. The two A36 steel shafts AC and FD are coupled together using the meshedgear arrangement shown. If A is a fixed support, determine the angle of twist at end F due to the applied torsional loading. Each shaft has a diameter of,.
2 .. "" The two shafts are made of A36 steel. Each has a diameter of 1 in., and they are supported by bearings at A, B, and C, which allow free rotation. If the support at D is fixed, determine the angle of twist of end B when the torques are applied to the assembly as shown. '0""ok f"'"". 030" <. ;... 'G 10,.."""  F.!1..L2120 II, O.JU3 "12,; 4"0 " Internal Torque: As shown on FBD. Angle of Twist: TL tpe=l JC 1 =y(0.54)(11.0)(1()6) [60.0(12)(30)+20.0(12)(10)] c:::p  TF=40.0Ib.Jt 0 4<>. lb.jt, o.sfe = rad = rad 6 6 tpf = "4tPE = "4( ) = rad Since there is no torque applied between F and B then tps = tp F = rod = Ans 7;H =ZO.O IbJt../ 80 Ibj<:. t::.izoi The two shafts are made of A36 steel. Each has a diameter of 1 in., and they are supported by bearings at A, B, and C, which allow free rotation. If the support at D is fixed, determine the angle of twist of end A when tbe torques are applied to the assembly as sbown. F=.$L= ;;]3 Internal Torque: As shown on FBD. Angle of Twist: TL tpe=l JC 1 = y(0.54)( 11.0)( 1()6) [60.0( 12)(30) ( 12)( 10)] = rad = fad 6 6 tpf ="4tPE= "4( ) = rad TGFLcF tpaif =;a  40(12)(10)  y(0.54)( 11.0)( 1()6) = fad = rad tpa=tpf+tpaif = = rad = Ans 7;H =,(,0.0Ibjt../ 'ff =4<).0Ibft. a.5}t 801b.A C) f:.j,?o 16 O.5Jt. &Jt# 184
3 80 lb. ft, ju Ill. ( Probs. 558/559 *560. The two A36 steel shafts AC and FD are coupled together using the meshedgear arrangement shown. If A is a fixed support, determine the angle of twist at end F due to e applied torsional loading. Each shaft has a diameter of.:j mm, and the journal bearings at F, B, and G allow free rotation. 40mm I 120 mm. E 18 N.m Prob.560
4 Ii.. *560. The two A36 steel shafts AC and FD are coupled together using the meshedgear arrangement shown. If A is a fixed support, determine the angle of twist at end F due to the applied torsional loading. Each shaft has a diameter of 30 rom, and the journal bearings at F, B, and G a,(lw frpp rotation. Internal Torq ue: As shown on FED. Angle of Twist: "'c = 'C' TL I.JJG  JG[6(1.5) +(6)(0.5)] = 6.ooN.m2 JG 40 nun C il J2 I"VG/D '. Ojmj" o.5m //' F:'<,=1500N. /8N. {;' O./Zrn "'D = 0.12"'c = JG 1;;1>=/8'OAJ.rY1 /81).", l DLED 18.0(0.5) N. m N. ro2 rfieid = :J(; = JG  JG =xi <PE=rflD+rflEJD N. m2 = +=lg lg JG Since there is no torque berween E and F, then rflf= rfle=r(0.oi5)'(75.0)(109) = roo = Ans bf=/50.0"; O.O+rn F=/ O.ON Tc.J{=b.OON'tr'I 71H=(,.00 N.m The assembly is made of A36 steel and consists of a solid rod 15 rom in diameter connected to the inside of a tube using a rigid disk at B. Determine the angle of twist at A. The tube has an outer diameter of 30 rom and wall thickness of 3 rom. Internal Torque: As shown on FBD. Angle of Twist: TL "'A=2: JG 50(0.3) 80(0.3) = + ;' (0.0075') 75.0( [09) ;'(0.Oi ') 75.0( 109) 50,,)"" 1:= 70.m = roo = 2.70 Ans 185
5 (C;;76. The shaft is made of L2 tool steel, has a diameter 'of 40 mm, and is fixed at its ends A and B. If it is subjected to the couple, determine the maximum shear stress in regions AC and CB. ( 2kN 2kN ( m Prob.576
6 *576. The shaft is made of L2 tool steel, has a diameter of 40 mm, and is fixed at its ends A and B. If it is subjected to the couple, determine the maximum shear stress in regions AC and CB. '" an Equilibrium: Compatibility: 1A+1j, 2(0.1) =0 [ I] 400 '"'" 600./ '.,.. tpcia=tpcib 1A (0.4)  1j, (0.6) JGJG Solving Eqs. [I] and [2] yields : 1A=l.501j, [2].."'::, "" To 0'00l'? 1j, =0.080kN.m 1A=0.120kN'm Maximum Shear stress: 1Ac 0.12( IQ3)(Q.O2) MPa (AC>mu= J = r(0.024) 1j, c  O.OS( 1Q3)(Q.O2) MPa (CB)mu= J  r(0.024) Ans Ans The bronze C86100 pipe has an outer diameter of 1.5 in. and a thickness of in. The coupling on it at Cis being tightened using a wrench. If the torque developed at A is 125 Ib. in., determine the magnitude F of the couple forces. The pipe is fixed supported at end B. F '.._... Equilibrium: F(l2) 1j, 125 =0 [ I] Compatibility: E!PCIB=tpCIA 1j,(8) = 125( 10) JG JG 18 = Ib. in. From Eq. [I], F( 12) = 0 F =23.4Ib Ans, 'I 194
7 , (1/ * A steel (G = 80 GPa) shaft 2.5 m long extends through and is attached to a hollow bronze (G = 40 GPa) shaft 1.5 m long, as shown in Fig. P560. Both shafts are fixed at the wall. When the two couples shown are applied to the shaft, determine (a) The maximum shearingstress in each of the materials. (b) The rotation of the right end of the shaft.!f/g The torsional assembly of Fig. P562 consists of an alu!l)ipum alloy (G = 28 GPa) segment AB securelyconnected to a steel (G = 80GPa) segment BCD by means of a flange cupling with four bolts. The diameters of both segments are 80 mm, the crosssectional area of each bolt is 130mm2, FIG. P562 and the bolts are located 65 mm from the center of the shaft. If the cross shearing stress in the bolts is limited to 55 MPa, determine (a) The maximum torque T tat can be applied at section C. (b) The maximum shearing stress in the steel.
8 '. PROBLEM!I,' """"'" f' t /,,""T j! ' I, (77 I IboiT C. Ii) '+! (f) rt.. cp EN C
9 , PROBLEM NAME DATE I ' z:;ill; 10:". 4t Jy;fnzjt(hrJ ': ; I 'n. j '" 12, If 2. "j ) '1 (, I 7 t:;\"": 1.' J.6 J; ', ' J' "%""1 ' ',",""""" ' "'j """""'..:"""i"""""'", ",,,,"'" """" """',," '", <:; f,..r P P A(p<J ","'" rc,( CSh <, t t 7 J/' ( I <D"!'/r), /4 JL"""! 6l ),,"/ " ė. '2.,, j,...  """""'" 1:?rl 1! """"""",, CJr ;,1'  "  :3 (/ ( '&>%2 " Eftt') 'I EN C
10 'PROBLEM II) NAME DATE,IY'/'H<>.../' F /j ) 1+ /)  [ fif ; J :, 7:> T,7 t, t",3 40 " """ """" """+"""'"""""""""'"" 0 ri.. 'f 'h't:)'1, I L tjllf;'c<. EN C
11 PROBLEM Ih/ F  t. L II The,Plniversity COLLEGEOF 0 Toledo ENGINEERING NAME DATE Ir {" 11 _!:1...3 / i prt ( ( ) ) I, 7 : '  0y EN 113 9a6 2C
12 FIG. P * Two 80mm diameter solid circular steel (G = 80 GPa) and bronze (G = 45 GPa) shafts are rigidly connected and supp6rted as shown in Fig. P554. A torque T is applied at the junction of the two shafts as indicated. The allowable shearing stresses are 140MPafor the steel and 50 MPa for the  bronze. Determine (a) (b) The maximum torque T that can be applied. The angle of rotation of a section 1.25 m from the left support when the torque of part (a) is applied. 150 m(l1 100 mm 50 mm FIG. P * A composite shaft consists 'Ofa hollow bronze (G = 40 GPa) cylinder with a I50mm outside diameter and a 1O0mminside diameter over a 50mm diameter solid steel (G = 80 GPa) core. The two members are rigidly connected to a bar at the right end and to the wail at the left end as shown in Fig. P558. When the couple shown is applied to the shaft, determine (a) The rotation of bar AB. (1)) The maximum shearing stress in each of the members.
13 .". PROBLEM J r IIThe 7 NAME DATE Hi.nt f 8j I 011 L &>(flu; ",.', I.(s;X/;).( i ft ". j, 1144.:x. '" c:i)  L.... T  ' 2 v) d>l 2 f" ,... ;(ltfiq'tl, j1tz(l,'4r!r;, ",'t '. ( p", X ;f' 'f I i G d"7li(. ix"tj.. EN C
14 ': 1 PROBLEM III' rsr COLLEGE OF ENGINEERING NAME DATE A/;' "" J '; G.f J'to J"':rr'L ' f& l( :c: c:.tjiu (i) T<fi:..IZ"i: IT(..  p q /,If/, M ) EN C
15 PROBLEM   rf II The Ir;niversity COLLEGE OF 0 Toledo ENGINEERING NAME DATE I ";!A'i:: , ' (J.I,. L  I I i t,,",",," d Vi i.,i."t?4f ( "'Jf ' C I G1)'i i EN C
16 587. The A36 steel shaft is made from two segments: AC has a diameter of 0.5 in. and CB has a diameter of 1 in. If the shaft is fixed at its ends A and B and subjected tn llnlfnrm nl,trlhntp,n tornllf>: of no 1h. in./in. along o z..  PROBLEMS Jhe two shafts are made of A36 steel. Each has a eter of 25 mm and they are connected using the gears fixed to their ends. Their other ends are attached to fixed supports at A and B. They are also supported by journal bearings at C and D, which allow free rotation of the shafts along their axes. If a torque of 500 N. m is applied to the gear at E as shown, determine the reactions at A and B Determine the rotation of the gear at E in Probe mm Probs. 585/586
17 PROBLEM 1./', I IIThe,r=;niversity COLLEGEOF 0 Toledo ENGINEERING NAME DATE (!) te:t.",,/ 4't.../,; +..1IId'  T_";_,,,::...Ti,L,t ell' c.ll_.,'e.' JO..". C)...,. M".TIi.'tI (, D,r,..,) TIJ.,.2 Tc r.. ;Yo (SJ, (: Q.." eti,' J,,'/"7 (j) If :f...: 2.)... d/r /' c:. Co G" "I i...,_._ ('It..',..'2.74'.  Ir {:' Ii 1E } l 3) , t.# III '1. "" EN 173 9a6 2C
Allowable Shear Stress: Applying the torsion formula. t max = t allow = Tc T (0.75) 12 = T = 7.95 kip # in. Ans. t max = t allow = T c 12 = T (0.
05 Solutions 46060 5/5/10 3:53 PM Page 14 010 Pearson Education, Inc., Uer Saddle River, N. ll rights reserved. his material is rotected under all coyright laws as they currently exist. No ortion of this
More informationd B = PL Ans. = m = 1.59 mm d A = PL AE = 12(10 3 )(3) Ans. = m = 6.14 mm Ans:
4 5. The assembly consists of a steel rod and an aluminum rod, each having a diameter of 12 mm. If the rod is subjected to the axial loadings at and at the couling, determine the dislacement of the couling
More information6 1. Draw the shear and moment diagrams for the shaft. The bearings at A and B exert only vertical reactions on the shaft.
06 Solutions 46060_Part1 5/27/10 3:51 PM Page 329 6 1. Draw the shear and moment diagrams for the shaft. The bearings at and exert only vertical reactions on the shaft. 250 mm 800 mm 24 kn 6 2. Draw the
More information5 Solutions /23/09 5:11 PM Page 377
5 Solutions 44918 1/23/09 5:11 PM Page 377 5 71. The rod assembly is used to support the 250lb cylinder. Determine the components of reaction at the ballandsocket joint, the smooth journal bearing E,
More informationsuperimposing the stresses and strains cause by each load acting separately
COMBINED LOADS In many structures the members are required to resist more than one kind of loading (combined loading). These can often be analyzed by superimposing the stresses and strains cause by each
More informationStrength of Materials 4th Edition by Pytel and Singer Problem 115 page 16
Strength of Materials 4th Edition by Pytel and Singer Problem 115 page 16 Given Required diameter of hole = 20 mm Thickne:ss of plate = 25 mm Shear strength of plate = 350 MN/m 2 Required: Force required
More informationModule 5 Couplings. Version 2 ME, IIT Kharagpur
Module 5 Couplings Lesson 1 Introduction, types and uses Instructional Objectives At the end of this lesson, the students should have the knowledge of The function of couplings in machinery. Different
More informationAnnouncements. Moment of a Force
Announcements Test observations Units Significant figures Position vectors Moment of a Force Today s Objectives Understand and define Moment Determine moments of a force in 2D and 3D cases Moment of
More informationSimple stresses are expressed as the ratio of the applied force divided by the resisting. σ = Force / Area.
Simple Stresses Simple stresses are expressed as the ratio of the applied force divided by the resisting area or σ = Force / Area. It is the expression of force per unit area to structural members that
More informationCOMPLEX STRESS TUTORIAL 3 COMPLEX STRESS AND STRAIN
COMPLX STRSS TUTORIAL COMPLX STRSS AND STRAIN This tutorial is not part of the decel unit mechanical Principles but covers elements of the following sllabi. o Parts of the ngineering Council eam subject
More informationStatics and Mechanics of Materials
Statics and Mechanics of Materials Chapter 41 Internal force, normal and shearing Stress Outlines Internal Forces  cutting plane Result of mutual attraction (or repulsion) between molecules on both
More informationMCE380: Measurements and Instrumentation Lab. Chapter 9: Force, Torque and Strain Measurements
MCE380: Measurements and Instrumentation Lab Chapter 9: Force, Torque and Strain Measurements Topics: Elastic Elements for Force Measurement Dynamometers and Brakes Resistance Strain Gages Holman, Ch.
More informationSOLUTION. B kf. B i + F 3 y 2 78.
2 78. Three forces act on the ring. If the resultant force F R has a magnitude and direction as shown, determine the magnitude and the coordinate direction angles of force F 3. F 2 110 N F 3 F R 120 N
More informationB.TECH. (AEROSPACE ENGINEERING) PROGRAMME (BTAE) TermEnd Examination December, 2011 BAS010 : MACHINE DESIGN
No. of Printed Pages : 7 BAS01.0 B.TECH. (AEROSPACE ENGINEERING) PROGRAMME (BTAE) CV CA CV C:) O TermEnd Examination December, 2011 BAS010 : MACHINE DESIGN Time : 3 hours Maximum Marks : 70 Note : (1)
More informationMachine Design II Prof. K.Gopinath & Prof. M.M.Mayuram. Module 2  GEARS. Lecture 17 DESIGN OF GEARBOX
Module 2  GEARS Lecture 17 DESIGN OF GEARBOX Contents 17.1 Commercial gearboxes 17.2 Gearbox design. 17.1 COMMERCIAL GEARBOXES Various commercial gearbox designs are depicted in Fig. 17.1 to 17.10. These
More informationTechnical Manual. Friction joint theory. Content. Friction theory...2 Friction theory for a friction joint...5 PT formulas, conversion factors...
Technical Manual Friction joint theory C B D A p0 p1 p Content Friction theory...2 Friction theory for a friction joint...5 PT formulas, conversion factors...8 1 Friction theory Friction is the resistance
More information8.2 Elastic Strain Energy
Section 8. 8. Elastic Strain Energy The strain energy stored in an elastic material upon deformation is calculated below for a number of different geometries and loading conditions. These expressions for
More informationSHAFTS: TORSION LOADING AND DEFORMATION
ECURE hird Edition SHAFS: ORSION OADING AND DEFORMAION A. J. Clark Shool of Engineering Department of Civil and Environmental Engineering 6 Chapter 3.13.5 by Dr. Ibrahim A. Assakkaf SPRING 2003 ENES 220
More informationP4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 4 Stresses on Inclined Sections
4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 4 Stresses on Inclined Sections Shear stress and shear strain. Equality of shear stresses on perpendicular planes. Hooke s law in shear. Normal and shear
More information4.5 Equivalent ForceCouple Systems
4.5 Equivalent ForceCouple Sstems 4.5 Equivalent ForceCouple Sstems Procedures and Strategies, page 1 of 2 Procedures and Strategies for Solving Problems Involving Equivalent ForceCouple Sstems 1. To
More information1. L a m e j o r o p c ió n e s c l o na r e l d i s co ( s e e x p li c a r á d es p u é s ).
PROCEDIMIENTO DE RECUPERACION Y COPIAS DE SEGURIDAD DEL CORTAFUEGOS LINUX P ar a p od e r re c u p e ra r nu e s t r o c o rt a f u e go s an t e un d es a s t r e ( r ot u r a d e l di s c o o d e l a
More informationDesign MEMO 60 Reinforcement design for TSS 102
Date: 04.0.0 sss Page of 5 CONTENTS PART BASIC ASSUMTIONS... GENERAL... STANDARDS... QUALITIES... 3 DIMENSIONS... 3 LOADS... 3 PART REINFORCEMENT... 4 EQUILIBRIUM... 4 Date: 04.0.0 sss Page of 5 PART BASIC
More informationSTRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION
Chapter 11 STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION Figure 11.1: In Chapter10, the equilibrium, kinematic and constitutive equations for a general threedimensional solid deformable
More informationENGINEERING COUNCIL CERTIFICATE LEVEL ENGINEERING SCIENCE C103 TUTORIAL 3  TORSION
ENGINEEING COUNCI CETIFICATE EVE ENGINEEING SCIENCE C10 TUTOIA  TOSION You should judge your progress by completing the self assessment exercises. These may be sent for marking or you may request copies
More informationMECHANICAL PRINCIPLES HNC/D PRELIMINARY LEVEL TUTORIAL 1 BASIC STUDIES OF STRESS AND STRAIN
MECHANICAL PRINCIPLES HNC/D PRELIMINARY LEVEL TUTORIAL 1 BASIC STUDIES O STRESS AND STRAIN This tutorial is essential for anyone studying the group of tutorials on beams. Essential prerequisite knowledge
More informationStress and Deformation Analysis. Representing Stresses on a Stress Element. Representing Stresses on a Stress Element con t
Stress and Deformation Analysis Material in this lecture was taken from chapter 3 of Representing Stresses on a Stress Element One main goals of stress analysis is to determine the point within a loadcarrying
More informationTorsion Tests. Subjects of interest
Chapter 10 Torsion Tests Subjects of interest Introduction/Objectives Mechanical properties in torsion Torsional stresses for large plastic strains Type of torsion failures Torsion test vs.tension test
More informationENGINEERING COUNCIL CERTIFICATE LEVEL
ENGINEERING COUNCIL CERTIICATE LEVEL ENGINEERING SCIENCE C103 TUTORIAL  BASIC STUDIES O STRESS AND STRAIN You should judge your progress by completing the self assessment exercises. These may be sent
More informationAnswers to Selected EvenNumbered Problems
Answers to Selected EvenNumbered Problems NOTE TO INSTRUCTORS CONSIDERING ADOPTION: Additional content (e.g., FBDs, shear and moment diagrams, etc.) is in the process of being added to this document.
More informationLEGACY REPORT ER5110. www.icces.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icces.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 6990543 Regional Office # 900
More informationSOLUTION 6 6. Determine the force in each member of the truss, and state if the members are in tension or compression.
6 6. etermine the force in each member of the truss, and state if the members are in tension or compression. 600 N 4 m Method of Joints: We will begin by analyzing the equilibrium of joint, and then proceed
More informationProblem P5.2: A 1 Mg container hangs from a 15 mm diameter steel cable. What is the stress in the cable?
Problem P5.: A 1 Mg container hangs from a 15 mm diameter steel cable. What is the stress in the cable? Find the cross sectional area in terms of diameter using Equation (5.1). Calculate the tensile stress
More informationSOLUTION v = v 0 + a c t. v = 8 + 6(0.5) = 11 rad>s. v = rv; v A = 2(11) = 22 ft>s. Ans. a t = ra; (a A ) t = 2(6) = 12.0 ft>s 2. Ans.
16 3. The disk is originally rotating at v 0 = 8 rad>s. If it is subjected to a constant angular acceleration of a = 6 rad>s 2, determine the magnitudes of the velocity and the n and t components of acceleration
More informationQuestion 6.5: A steel bar 100 mm (4.0 in.) long and having a square cross section 20 mm
14:440:407 Ch6 Question 6.3: A specimen of aluminum having a rectangular cross section 10 mm 12.7 mm (0.4 in. 0.5 in.) is pulled in tension with 35,500 N (8000 lb f ) force, producing only elastic deformation.
More informationHigher Technological Institute Civil Engineering Department. Lectures of. Fluid Mechanics. Dr. Amir M. Mobasher
Higher Technological Institute Civil Engineering Department Lectures of Fluid Mechanics Dr. Amir M. Mobasher 1/14/2013 Fluid Mechanics Dr. Amir Mobasher Department of Civil Engineering Faculty of Engineering
More informationEQUATIONS OF MOTION: ROTATION ABOUT A FIXED AXIS
EQUATIONS OF MOTION: ROTATION ABOUT A FIXED AXIS Today s Objectives: Students will be able to: 1. Analyze the planar kinetics InClass Activities: of a rigid body undergoing rotational motion. Check Homework
More informationChapter (1) Fluids and their Properties
Chapter (1) Fluids and their Properties Fluids (Liquids or gases) which a substance deforms continuously, or flows, when subjected to shearing forces. If a fluid is at rest, there are no shearing forces
More informationMECHANICS OF SOLIDS  BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS
MECHANICS OF SOLIDS  BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS This is the second tutorial on bending of beams. You should judge your progress by completing the self assessment exercises.
More informationTorsion Testing. Objectives
Laboratory 4 Torsion Testing Objectives Students are required to understand the principles of torsion testing, practice their testing skills and interpreting the experimental results of the provided materials
More informationEQUATIONS OF MOTION: ROTATION ABOUT A FIXED AXIS
EQUATIONS OF MOTION: ROTATION ABOUT A FIXED AXIS Today s Objectives: Students will be able to: 1. Analyze the planar kinetics of a rigid body undergoing rotational motion. InClass Activities: Applications
More informationSolid Mechanics. Stress. What you ll learn: Motivation
Solid Mechanics Stress What you ll learn: What is stress? Why stress is important? What are normal and shear stresses? What is strain? Hooke s law (relationship between stress and strain) Stress strain
More informationPOWERS Controls. Technical Instructions Document No P25 AP March 5, No. 6 Pneumatic Damper Actuator.
POWERS Controls No. 6 Pneumatic Damper Actuator Technical Instructions AP 3313 Description 3312793 Actuator 3312857 Actuator 3313012 Extended Shaft and Frame with Clevis and Pin Mounting The POWERS
More informationR e t r o f i t o f t C i r u n i s g e C o n t r o l
R e t r o f i t o f t C i r u n i s g e C o n t r o l VB Sprinter D e s c r i p t i o n T h i s r e t r o f i t c o n s i s t s o f i n s t a l l i n g a c r u i s e c o n t r o l s wi t c h k i t i n
More information4.28 A car drives for half an hour at constant speed and uses 30 MJ over a distance of 40 km. What was the traction force to the road and its speed?
4.8 A car drives for half an hour at constant speed and uses 30 MJ over a distance of 40 km. What was the traction force to the road and its speed? We need to relate the work to the force and distance
More informationDesign MEMO 54a Reinforcement design for RVK 41
Page of 5 CONTENTS PART BASIC ASSUMTIONS... 2 GENERAL... 2 STANDARDS... 2 QUALITIES... 3 DIMENSIONS... 3 LOADS... 3 PART 2 REINFORCEMENT... 4 EQUILIBRIUM... 4 Page 2 of 5 PART BASIC ASSUMTIONS GENERAL
More informationDESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,
DESIGN OF SLABS Dr. G. P. Chandradhara Professor of Civil Engineering S. J. College of Engineering Mysore 1. GENERAL A slab is a flat two dimensional planar structural element having thickness small compared
More informationShaft Mounted Speed Reducers
Torque Arm Design Considerations for Todd R. Bobak has worked in the gear industry for 15 years. He has held positions in technical service, design and development, and quality assurance. He is a product
More informationMacLeanDixie RCS (Round Corner Square) and Pipe Piles and Shaft Torsion
Page: 1 of 6 MacLeanDixie RCS (Round Corner Square) and Pipe Piles and Shaft Torsion Installing RCS (Round Corner Square) Shaft Foundation Pile/Anchor Installing Pipe Shaft Foundation Pile/Anchor Helical
More informationDECLARATION OF PERFORMANCE NO. HUDOP_TN21225_001
NO. HUDOP_TN21225_001 Product type 212 (TN) 3,5x25 mm EN 14566:2008+A1:2009 NO. HUDOP_TN21235_001 Product type 212 (TN) 3,5x35 mm EN 14566:2008+A1:2009 NO. HUDOP_TN21245_001 Product type 212 (TN)
More information2. Axial Force, Shear Force, Torque and Bending Moment Diagrams
2. Axial Force, Shear Force, Torque and Bending Moment Diagrams In this section, we learn how to summarize the internal actions (shear force and bending moment) that occur throughout an axial member, shaft,
More informationAns. 4 (32 ) = 2.25p in 2, Ans.
04 Solutions 46060 5/25/10 3:19 M age 122 4 1. The shi is ushed through the water using an 36 steel roeller shaft that is 8 m long, measured from the roeller to the thrust bearing D at the engine. If
More informationModule 4 Fasteners. Version 2 ME, IIT Kharagpur
Module 4 Fasteners Lesson 1 Types of fasteners: Pins and keys Instructional Objectives At the end of this lesson, the students should have the knowledge of Fasteners and their types: permanent and detachable
More informationMECE 3400 Summer 2016 Homework #1 Forces and Moments as Vectors
ASSIGNED 1) Knowing that α = 40, determine the resultant of the three forces shown: 2) Two cables, AC and BC, are tied together at C and pulled by a force P, as shown. Knowing that P = 500 N, α = 60, and
More information15. Couplings and Keys. Keys. Fig Flat Key. Flat Key. Fig Other types of keys
Objectives 15. Couplings and Keys Recognize different types of keys and their standard sizes. Size keys for appropriate structural loads. Recognize many types of couplings and their advantages and disadvantages.
More informationType of Force 1 Axial (tension / compression) Shear. 3 Bending 4 Torsion 5 Images 6 Symbol (+ )
Cause: external force P Force vs. Stress Effect: internal stress f 05 Force vs. Stress Copyright G G Schierle, 200105 press Esc to end, for next, for previous slide 1 Type of Force 1 Axial (tension /
More informationChapter 16. Mensuration of Cylinder
335 Chapter 16 16.1 Cylinder: A solid surface generated by a line moving parallel to a fixed line, while its end describes a closed figure in a plane is called a cylinder. A cylinder is the limiting case
More informationStresses in Beam (Basic Topics)
Chapter 5 Stresses in Beam (Basic Topics) 5.1 Introduction Beam : loads acting transversely to the longitudinal axis the loads create shear forces and bending moments, stresses and strains due to V and
More informationHUSH Screw Anchor. Technical data. Seismic design data. HUSH Carbon steel screw anchor. HUSH diameter 8, 10, 14. Seismic design data
Technical data HUSH Carbon steel screw anchor HUSH diameter 8, 10, 14 10 / 011 Version 01110 1 HUSH screw anchor seismic design data Anchor version Carbon steel screw Benefits  Quick and easy setting
More informationDistribution of Forces in Lateral Load Resisting Systems
Distribution of Forces in Lateral Load Resisting Systems Part 2. Horizontal Distribution and Torsion IITGN Short Course Gregory MacRae Many slides from 2009 Myanmar Slides of Profs Jain and Rai 1 Reinforced
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA FURTHER MECHANICAL PRINCIPLES AND APPLICATIONS UNIT 11  NQF LEVEL 3 OUTCOME 2  STRESS AND STRAIN
EDEXCEL NATIONAL CERTIICATE/DIPLOMA URTHER MECHANICAL PRINCIPLES AND APPLICATIONS UNIT 11  NQ LEVEL 3 OUTCOME  STRESS AND STRAIN TUTORIAL 1  SHEAR CONTENT Be able to determine the stress in structural
More informationMechanics of Materials. Chapter 4 Shear and Moment In Beams
Mechanics of Materials Chapter 4 Shear and Moment In Beams 4.1 Introduction The term beam refers to a slender bar that carries transverse loading; that is, the applied force are perpendicular to the bar.
More informationAnswers to EvenNumbered Problems
Answers to EvenNumbered Problems Chapter 1 1.2 Answers given in problem statement. 1.4 (a) l D 13:90 m; (b) m D 9:279 10 5 kg; (c) F D 98:30 kn; (d) M D 10:39 kn m. 1.6 (a) l D 25:4 m; (b) m D 53:4 kg;
More informationRotation: Moment of Inertia and Torque
Rotation: Moment of Inertia and Torque Every time we push a door open or tighten a bolt using a wrench, we apply a force that results in a rotational motion about a fixed axis. Through experience we learn
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1  LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS
EDEXCEL NATIONAL CERTIICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQ LEVEL 3 OUTCOME 1  LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS 1. Be able to determine the effects of loading in static engineering
More informationENGINEERING SCIENCE H1 OUTCOME 1  TUTORIAL 3 BENDING MOMENTS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P
ENGINEERING SCIENCE H1 OUTCOME 1  TUTORIAL 3 BENDING MOMENTS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P This material is duplicated in the Mechanical Principles module H2 and those
More informationFLEXURAL PERFORMANCE OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS
FLEXURAL PERFORMANCE OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS Piyong Yu, Pedro F. Silva, Antonio Nanni Center for Infrastructure and Engineering Studies Department of Civil, Architectural,
More informationREVIEW PROBLEMS & SOLUTIONS JAMES M. GERE BARRY J. GOODNO
REVIEW ROEMS & SOUTIONS JMES M. GERE RRY J. GOODNO ppendix FE Exam Review roblems R1.1: plane truss has downward applied load at joint and another load applied leftward at joint 5. The force in member
More informationDesign of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar
Problem 1 Design a hand operated overhead crane, which is provided in a shed, whose details are: Capacity of crane = 50 kn Longitudinal spacing of column = 6m Center to center distance of gantry girder
More informationDESIGN AND DEVELOPMENT OF AN ECONOMICAL TORSION TESTING MACHINE
DESIGN AND DEVELOPMENT OF AN ECONOMICAL TORSION TESTING MACHINE by GLENN E. VALLEE ASSISTANT PROFESSOR MECHANICAL ENGINEERING and ROBERT SHORT WESTERN NEW ENGLAND COLLEGE SPRINGFIELD MASSACHUSSETS Session
More informationReaction Torque Sensor
Force 1 1 N m up to 1 000 1 000 N m Type 9329A 9389A These easy to install piezoelectric reaction torque sensors are particularly suitable for measuring rapidly changing torques at nonrotating shafts.
More informationTech Bulletin. Hose / Cord Replacement and Required Wraps. Series RT
Tech Bulletin Hose / Cord Replacement and Required Wraps Series RT Replacing the Hose To remove the hose  Pull out the hose leaving 2 to 3 feet on the spool. Engage the latch pawl. Remove the Ubolt nuts
More informationCE 201 (STATICS) DR. SHAMSHAD AHMAD CIVIL ENGINEERING ENGINEERING MECHANICSSTATICS
COURSE: CE 201 (STATICS) LECTURE NO.: 28 to 30 FACULTY: DR. SHAMSHAD AHMAD DEPARTMENT: CIVIL ENGINEERING UNIVERSITY: KING FAHD UNIVERSITY OF PETROLEUM & MINERALS, DHAHRAN, SAUDI ARABIA TEXT BOOK: ENGINEERING
More informationRotational Motion. Symbol Units Symbol Units Position x (m) θ (rad) (m/s) " = d# Source of Parameter Symbol Units Parameter Symbol Units
Introduction Rotational Motion There are many similarities between straightline motion (translation) in one dimension and angular motion (rotation) of a rigid object that is spinning around some rotation
More information1. A belt pulley is 3 ft. in diameter and rotates at 250 rpm. The belt which is 5 ins. wide makes an angle of contact of 190 over the pulley.
Sample Questions REVISED FIRST CLASS PARTS A1, A2, AND A3 (NOTE: these questions are intended as representations of the style of questions that may appear on examinations. They are not intended as study
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS
ENGINEERING COMPONENTS EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS Structural members: struts and ties; direct stress and strain,
More informationRM/900/M Imperial cylinders
RM/900/M Imperial cylinders Double acting, Ø 1 1/4... 14 Ideal for a wide range of industrial applications Extensive range of mountings Rugged, reliable long established design TECHNICL DT Medium: Compressed
More informationMATERIALS AND MECHANICS OF BENDING
HAPTER Reinforced oncrete Design Fifth Edition MATERIALS AND MEHANIS OF BENDING A. J. lark School of Engineering Department of ivil and Environmental Engineering Part I oncrete Design and Analysis b FALL
More informationFero Angle Support Technology TECHNICAL REPORT. Yasser Korany, Ph.D., P.Eng. Mohammed Nazief
FAST TM SYSTEM Fero Angle Support Technology TECHNICAL REPORT Prepared by: Yasser Korany, Ph.D., P.Eng. Mohammed Nazief August 2013 Executive Summary In this report, the new angle support system developed
More informationProblem 1: Computation of Reactions. Problem 2: Computation of Reactions. Problem 3: Computation of Reactions
Problem 1: Computation of Reactions Problem 2: Computation of Reactions Problem 3: Computation of Reactions Problem 4: Computation of forces and moments Problem 5: Bending Moment and Shear force Problem
More informationBD High Flow CP3 Pump Kit For Dodge Cummins L  I n s t a l l a t i o n I n s t r u c t i o n s  P/N#
16 February 2012 1050500 High Flow CP3 Pump Kit 1 BD High Flow CP3 Pump Kit For Dodge Cummins 0307 5.9L  I n s t a l l a t i o n I n s t r u c t i o n s  P/N# 1050500 Tools Required PLEASE READ ALL
More informationLinear modules Lifting units Rotary modules Grip modules Inductive proximity switches Plug connectors
20000 Linear modules Lifting units Rotary modules Grip modules Inductive proximity switches Plug connectors 23000 22000 21000 20000 09000 08000 07000 06000 05000 04000 03000 02000 01000 823 Notes 824 Technical
More informationTZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE
SECTION 2.2 PAGE 1 / 9 l DESCRIPTION UCAN TZ torque controlled mechanical expansion wedge anchors have a Category 1 classification. They are used to resist static, wind and seismic tension and shear loads
More informationCHAPTER 2.0 ANSWER B.20.2
CHAPTER 2.0 ANSWER 1. A tank is filled with seawater to a depth of 12 ft. If the specific gravity of seawater is 1.03 and the atmospheric pressure at this location is 14.8 psi, the absolute pressure (psi)
More informationThe following sketches show the plans of the two cases of oneway slabs. The spanning direction in each case is shown by the double headed arrow.
9.2 Oneway Slabs This section covers the following topics. Introduction Analysis and Design 9.2.1 Introduction Slabs are an important structural component where prestressing is applied. With increase
More informationAdvanced bolt assessment through process automation
Titelmasterformat Bolt Assessment inside durch ANSYS Klicken bearbeiten Advanced bolt assessment through process automation Contents Short presentation of VDI 2230 Workflow with Bolt Assessment inside
More informationOptimum proportions for the design of suspension bridge
Journal of Civil Engineering (IEB), 34 (1) (26) 114 Optimum proportions for the design of suspension bridge Tanvir Manzur and Alamgir Habib Department of Civil Engineering Bangladesh University of Engineering
More informationCALCULATION & DRAFTING STANDARDS MANUAL PROCEDURE: C&D 515 Bill of Materials Standard REV 0.0 5/6/04
BROWN MINNEAPOLIS TANK PAGE 1 OF 7 PURPOSE: Create and Drawing Uniformity Create, explain, and establish a standard bill of materials to be placed on every drawing (except the overall tank elevation and
More informationEQUILIBRIUM AND ELASTICITY
Chapter 12: EQUILIBRIUM AND ELASTICITY 1 A net torque applied to a rigid object always tends to produce: A linear acceleration B rotational equilibrium C angular acceleration D rotational inertia E none
More informationSolution: The draft attempted in this rolling operation is
Example: 1 A 300mmwide strip 25 mm thick is fed through a rolling mill with two powered rolls each of radius = 250 mm. The work thickness is to be reduced to 22 mm in one pass at a roll speed of 50 rev/min.
More informationCONTENTS 1. INTRODUCTION...1 2. METHODOLOGY...2 3. RESULTS & FINDINGS...9 APPENDIX
Load Testing of Balustrade Systems Test Report No. S365 CONTENTS 1. INTRODUCTION...1 2. METHODOLOGY...2 2.1 BALUSTRADE LOAD ASSESSMENTS... 2 2.2 TEST SYSTEMS... 3 2.3 TEST PROCEDURE... 8 3. RESULTS & FINDINGS...9
More informationStructural Steel Design Project
Job No: Sheet 1 of 1 Rev Job Title: Eccentrically Loaded Bolt Group Worked Example 1 Checked by Date Design Example 1: Design a bolted connection between a bracket 8 mm thick and the flange of an ISHB
More informationRELATIVE MOTION ANALYSIS: VELOCITY
RELATIVE MOTION ANALYSIS: VELOCITY Today s Objectives: Students will be able to: 1. Describe the velocity of a rigid body in terms of translation and rotation components. 2. Perform a relativemotion velocity
More informationapproximately the modulus of elasticity. Stress and Strain:
3 Solutions 466 5/7/1 8:45 M age 1 21 earson Education, Inc., Uer Saddle River, NJ. ll rights reserved. This material is rotected under all coyright laws as they currently 3 1. concrete cylinder having
More informationExperimental Evaluation of a ScotchYoke Compressor Mechanism
Purdue University Purdue epubs nternational Compressor Engineering Conference School of Mechanical Engineering 1974 Experimental Evaluation of a ScotchYoke Compressor Mechanism J. P. Elson Copeland Corporation
More informationPower steering pump, reservoir and hydraulic lines, servicing
4848 Power steering pump, reservoir and hydraulic lines, servicing The power steering pump cannot be repaired. Determine the cause of any malfunctions using pressure and leakage tests. If necessary, replace
More informationChapter 9 THE MATERIALS SELECTION PROCESS. Materials and Process Selection for Engineering Design: Mahmoud Farag
Chapter 9 THE MATERIALS SELECTION PROCESS 1 Chapter 9: Goal and objectives The overall goal of this chapter is to illustrate how systematic selection procedures can be used to select optimum materials
More informationPhysics 211 Week 12. Simple Harmonic Motion: Equation of Motion
Physics 11 Week 1 Simple Harmonic Motion: Equation of Motion A mass M rests on a frictionless table and is connected to a spring of spring constant k. The other end of the spring is fixed to a vertical
More informationEQUILIBRIUM STRESS SYSTEMS
EQUILIBRIUM STRESS SYSTEMS Definition of stress The general definition of stress is: Stress = Force Area where the area is the crosssectional area on which the force is acting. Consider the rectangular
More informationCorner Soldier Corner Soldier
Wall Formwork Corner Soldier Corner Soldier Designed to be used in congunction with standard soldiers, they simplify the construction of corners. By allowing ties to pass through in both direction, each
More informationInstructions for Installation, Operation, Care and Maintenance
Model D Dry Pipe Valve Bulletin 350 Rev.R Bulletin 350 Rev.R Instructions for Installation, Operation, Care and Maintenance 4 (100mm) 6 (150mm) Valve With Model D Trimmings Listed by Underwriters Laboratories,
More information