5-58. The two shafts are made of A-36 steel. Each has a diameter of 1 in., and they are supported by bearings at A,

Size: px
Start display at page:

Download "5-58. The two shafts are made of A-36 steel. Each has a diameter of 1 in., and they are supported by bearings at A,"

Transcription

1 J. J.'- '-'.1J L.d 1V J L...,V./ The two shafts are made of A-36 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 A-36 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. 5-58/5-59 *-60. The two A-36 steel shafts AC and FD are coupled together using the meshed-gear 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 A-36 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 A-36 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.5J-t. &Jt# 184

3 80 lb. ft, ju Ill. ( Probs. 5-58/5-59 *5-60. The two A-36 steel shafts AC and FD are coupled together using the meshed-gear 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.5-60

4 Ii.. *5-60. The two A-36 steel shafts AC and FD are coupled together using the meshed-gear 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 A-36 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.5-76

6 *5-76. 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. '" an Equilibrium: Compatibility: 1A+1j, -2(0.1) =0 [ I] 400 '"'" 600./ '.,.. tpcia=tpcib 1A (0.4) - 1j, (0.6) JG-JG 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. P5-60. 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. P5-62 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 cross-sectional area of each bolt is 130mm2, FIG. P5-62 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 4-0 " """ """" """-+-"""'--""""""""-"'-"" 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 80-mm diameter solid circular steel (G = 80 GPa) and bronze (G = 45 GPa) shafts are rigidly connected and supp6rted as shown in Fig. P5-54. 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 I50-mm outside diameter and a 1O0-mminside diameter over a 50-mm 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. P5-58. 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' r-s-r 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 5-87. The A-36 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 A-36 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. 5-85/5-86

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.' J-O..-". 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

superimposing the stresses and strains cause by each load acting separately

superimposing 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 information

Module 5 Couplings. Version 2 ME, IIT Kharagpur

Module 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 information

Statics and Mechanics of Materials

Statics and Mechanics of Materials Statics and Mechanics of Materials Chapter 4-1 Internal force, normal and shearing Stress Outlines Internal Forces - cutting plane Result of mutual attraction (or repulsion) between molecules on both

More information

MCE380: Measurements and Instrumentation Lab. Chapter 9: Force, Torque and Strain Measurements

MCE380: 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 information

B.TECH. (AEROSPACE ENGINEERING) PROGRAMME (BTAE) Term-End Examination December, 2011 BAS-010 : MACHINE DESIGN

B.TECH. (AEROSPACE ENGINEERING) PROGRAMME (BTAE) Term-End Examination December, 2011 BAS-010 : MACHINE DESIGN No. of Printed Pages : 7 BAS-01.0 B.TECH. (AEROSPACE ENGINEERING) PROGRAMME (BTAE) CV CA CV C:) O Term-End Examination December, 2011 BAS-010 : MACHINE DESIGN Time : 3 hours Maximum Marks : 70 Note : (1)

More information

COMPLEX STRESS TUTORIAL 3 COMPLEX STRESS AND STRAIN

COMPLEX 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 information

Machine Design II Prof. K.Gopinath & Prof. M.M.Mayuram. Module 2 - GEARS. Lecture 17 DESIGN OF GEARBOX

Machine 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 information

8.2 Elastic Strain Energy

8.2 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 information

SHAFTS: TORSION LOADING AND DEFORMATION

SHAFTS: 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 3.1-3.5 by Dr. Ibrahim A. Assakkaf SPRING 2003 ENES 220

More information

ENGINEERING COUNCIL CERTIFICATE LEVEL ENGINEERING SCIENCE C103 TUTORIAL 3 - TORSION

ENGINEERING 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 information

Torsion Tests. Subjects of interest

Torsion 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 information

MECHANICAL PRINCIPLES HNC/D PRELIMINARY LEVEL TUTORIAL 1 BASIC STUDIES OF STRESS AND STRAIN

MECHANICAL 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 pre-requisite knowledge

More information

1.- 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 ).

1.- 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 information

LEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code

LEGACY REPORT ER-5110. www.icc-es.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.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900

More information

ENGINEERING COUNCIL CERTIFICATE LEVEL

ENGINEERING 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 information

Design MEMO 60 Reinforcement design for TSS 102

Design 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 information

STRESS AND DEFORMATION ANALYSIS OF LINEAR ELASTIC BARS IN TENSION

STRESS 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 three-dimensional solid deformable

More information

Solid Mechanics. Stress. What you ll learn: Motivation

Solid 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 information

DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,

DESIGN 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 information

Answers to Selected Even-Numbered Problems

Answers to Selected Even-Numbered Problems Answers to Selected Even-Numbered 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 information

Type of Force 1 Axial (tension / compression) Shear. 3 Bending 4 Torsion 5 Images 6 Symbol (+ -)

Type 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, 2001-05 press Esc to end, for next, for previous slide 1 Type of Force 1 Axial (tension /

More information

SOLUTION 6 6. Determine the force in each member of the truss, and state if the members are in tension or compression.

SOLUTION 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 information

Chapter 16. Mensuration of Cylinder

Chapter 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 information

Higher 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 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 information

Torsion Testing. Objectives

Torsion 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 information

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

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 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 information

Design MEMO 54a Reinforcement design for RVK 41

Design 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 information

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS

EDEXCEL 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 information

MECHANICS 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 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 information

Mechanics of Materials. Chapter 4 Shear and Moment In Beams

Mechanics 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 information

Rotation: Moment of Inertia and Torque

Rotation: 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 information

DECLARATION OF PERFORMANCE NO. HU-DOP_TN-212-25_001

DECLARATION OF PERFORMANCE NO. HU-DOP_TN-212-25_001 NO. HU-DOP_TN-212-25_001 Product type 212 (TN) 3,5x25 mm EN 14566:2008+A1:2009 NO. HU-DOP_TN-212-35_001 Product type 212 (TN) 3,5x35 mm EN 14566:2008+A1:2009 NO. HU-DOP_TN-212-45_001 Product type 212 (TN)

More information

Shaft- Mounted Speed Reducers

Shaft- 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 information

FLEXURAL PERFORMANCE OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS

FLEXURAL 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 information

HUS-H Screw Anchor. Technical data. Seismic design data. HUS-H Carbon steel screw anchor. HUS-H diameter 8, 10, 14. Seismic design data

HUS-H Screw Anchor. Technical data. Seismic design data. HUS-H Carbon steel screw anchor. HUS-H diameter 8, 10, 14. Seismic design data Technical data HUS-H Carbon steel screw anchor HUS-H diameter 8, 10, 14 10 / 011 Version 011-10 1 HUS-H screw anchor seismic design data Anchor version Carbon steel screw Benefits - Quick and easy setting

More information

2. Axial Force, Shear Force, Torque and Bending Moment Diagrams

2. 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 information

MATERIALS AND MECHANICS OF BENDING

MATERIALS 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 information

CONTENTS 1. INTRODUCTION...1 2. METHODOLOGY...2 3. RESULTS & FINDINGS...9 APPENDIX

CONTENTS 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 information

Stresses in Beam (Basic Topics)

Stresses 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 information

REVIEW PROBLEMS & SOLUTIONS JAMES M. GERE BARRY J. GOODNO

REVIEW PROBLEMS & SOLUTIONS JAMES M. GERE BARRY J. GOODNO REVIEW ROEMS & SOUTIONS JMES M. GERE RRY J. GOODNO ppendix FE Exam Review roblems R-1.1: plane truss has downward applied load at joint and another load applied leftward at joint 5. The force in member

More information

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS

EDEXCEL 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 information

Distribution of Forces in Lateral Load Resisting Systems

Distribution 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 information

Problem 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 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 information

Linear modules Lifting units Rotary modules Grip modules Inductive proximity switches Plug connectors

Linear 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 information

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar

Design 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 information

ENGINEERING 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 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 information

Optimum proportions for the design of suspension bridge

Optimum proportions for the design of suspension bridge Journal of Civil Engineering (IEB), 34 (1) (26) 1-14 Optimum proportions for the design of suspension bridge Tanvir Manzur and Alamgir Habib Department of Civil Engineering Bangladesh University of Engineering

More information

The following sketches show the plans of the two cases of one-way slabs. The spanning direction in each case is shown by the double headed arrow.

The following sketches show the plans of the two cases of one-way slabs. The spanning direction in each case is shown by the double headed arrow. 9.2 One-way 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 information

Tech Bulletin. Hose / Cord Replacement and Required Wraps. Series RT

Tech 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 U-bolt nuts

More information

Reaction Torque Sensor

Reaction 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 non-rotating shafts.

More information

EQUILIBRIUM STRESS SYSTEMS

EQUILIBRIUM STRESS SYSTEMS EQUILIBRIUM STRESS SYSTEMS Definition of stress The general definition of stress is: Stress = Force Area where the area is the cross-sectional area on which the force is acting. Consider the rectangular

More information

CE 201 (STATICS) DR. SHAMSHAD AHMAD CIVIL ENGINEERING ENGINEERING MECHANICS-STATICS

CE 201 (STATICS) DR. SHAMSHAD AHMAD CIVIL ENGINEERING ENGINEERING MECHANICS-STATICS 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 information

Experimental Evaluation of a Scotch-Yoke Compressor Mechanism

Experimental Evaluation of a Scotch-Yoke Compressor Mechanism Purdue University Purdue e-pubs nternational Compressor Engineering Conference School of Mechanical Engineering 1974 Experimental Evaluation of a Scotch-Yoke Compressor Mechanism J. P. Elson Copeland Corporation

More information

1. 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.

1. 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 information

HPF Hollow Shaft Unit Type

HPF Hollow Shaft Unit Type HPF Hollow Shaft Size Model: 25, 32 Peak torque Model: 25= 100 Nm Model: 32 = 220 Nm Small backlash Standard: 3 min. or less Types Reduction ratio 1 11 Inside diameter of the hollow shaft Model: 25 = 25

More information

TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE

TZ 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 information

Advanced bolt assessment through process automation

Advanced 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 information

Design Project 2. Sizing of a Bicycle Chain Ring Bolt Set. Statics and Mechanics of Materials I. ENGR 0135 Section 1040.

Design Project 2. Sizing of a Bicycle Chain Ring Bolt Set. Statics and Mechanics of Materials I. ENGR 0135 Section 1040. Design Project 2 Sizing of a Bicycle Chain Ring Bolt Set Statics and Mechanics of Materials I ENGR 0135 Section 1040 November 9, 2014 Derek Nichols Michael Scandrol Mark Vavithes Nichols, Scandrol, Vavithes

More information

CALCULATION & DRAFTING STANDARDS MANUAL PROCEDURE: C&D 515 Bill of Materials Standard REV 0.0 5/6/04

CALCULATION & 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 information

Structural Steel Design Project

Structural 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 information

Solution: The draft attempted in this rolling operation is

Solution: The draft attempted in this rolling operation is Example: 1 A 300-mm-wide 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 information

PIPE ALIGNMENT CLAMPS

PIPE ALIGNMENT CLAMPS PIPE ALIGNMENT CLAMPS e-z FIT RED Pipe welding clamp 1-12.75 o/d Quick and E-Z to use Combines accuracy with safety Instant centring A quality product at low cost Wing bolts with stainless steel bearings

More information

ME 343: Mechanical Design-3

ME 343: Mechanical Design-3 ME 343: Mechanical Design-3 Design of Shaft (continue) Dr. Aly Mousaad Aly Department of Mechanical Engineering Faculty of Engineering, Alexandria University Objectives At the end of this lesson, we should

More information

Corner Soldier Corner Soldier

Corner 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 information

MECHANICS OF SOLIDS - BEAMS TUTORIAL TUTORIAL 4 - COMPLEMENTARY SHEAR STRESS

MECHANICS OF SOLIDS - BEAMS TUTORIAL TUTORIAL 4 - COMPLEMENTARY SHEAR STRESS MECHANICS OF SOLIDS - BEAMS TUTORIAL TUTORIAL 4 - COMPLEMENTARY SHEAR STRESS This the fourth and final tutorial on bending of beams. You should judge our progress b completing the self assessment exercises.

More information

Instructions for Installation, Operation, Care and Maintenance

Instructions 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

Hilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor

Hilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor Hilti KWIK HUS-EZ I (KH-EZ I) Internally Threaded Carbon Steel Screw Anchor Supplement to Hilti North American Product Technical Guide Volume 2: Anchor Fastening Technical Guide 2011 Edition 3.3. KWIK

More information

Precision Miniature Load Cell. Models 8431, 8432 with Overload Protection

Precision Miniature Load Cell. Models 8431, 8432 with Overload Protection w Technical Product Information Precision Miniature Load Cell with Overload Protection 1. Introduction The load cells in the model 8431 and 8432 series are primarily designed for the measurement of force

More information

All Copper Alloy Ground Connectors

All Copper Alloy Ground Connectors MA6 Type ABG For cable connection parallel or at right angles to pipe or rod. Conduit MA6 Conduit Features: A high strength corrosion-resistant copper alloy ground connector connecting a ground wire either

More information

MECHANICS OF SOLIDS - BEAMS TUTORIAL 1 STRESSES IN BEAMS DUE TO BENDING. On completion of this tutorial you should be able to do the following.

MECHANICS OF SOLIDS - BEAMS TUTORIAL 1 STRESSES IN BEAMS DUE TO BENDING. On completion of this tutorial you should be able to do the following. MECHANICS OF SOLIDS - BEAMS TUTOIAL 1 STESSES IN BEAMS DUE TO BENDING This is the first tutorial on bending of beams designed for anyone wishing to study it at a fairly advanced level. You should judge

More information

Fero Angle Support Technology TECHNICAL REPORT. Yasser Korany, Ph.D., P.Eng. Mohammed Nazief

Fero 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 information

Scholarship Help for Technology Students

Scholarship Help for Technology Students i NOVEMBER 2014 Sli Hl f Tl S S i il ili l j i il i v f $150000 i li VN l f li Pl Tl N f xl i ii f v Pi Oli i N fi f i f vl i v f f li f i v f Viii Sli f vill f flli j: Pl Tl Mi Alli Hl li A Ifi Tl li

More information

AXLE SHAFTS - FRONT. 1993 Toyota Celica DESCRIPTION REMOVAL, DISASSEMBLY, REASSEMBLY & INSTALLATION. 1993 DRIVE AXLES Toyota FWD Axle Shafts

AXLE SHAFTS - FRONT. 1993 Toyota Celica DESCRIPTION REMOVAL, DISASSEMBLY, REASSEMBLY & INSTALLATION. 1993 DRIVE AXLES Toyota FWD Axle Shafts AXLE SHAFTS - FRONT 1993 Toyota Celica 1993 DRIVE AXLES Toyota FWD Axle Shafts Toyota; Celica DESCRIPTION Axle shafts transfer power from transaxle to driving wheels. All axle shafts consist of a shaft

More information

P7100 PUMP INSTALLATION INSTRUCTIONS Diesel Care & Performance Inc

P7100 PUMP INSTALLATION INSTRUCTIONS Diesel Care & Performance Inc P7100 PUMP INSTALLATION INSTRUCTIONS Diesel Care & Performance Inc Installation Timing Pin Location CAUTION: Before installing the injection pump, be sure that number 1 cylinder is at the Top Dead Center

More information

Conceptual Design of Buildings (Course unit code 1C2)

Conceptual Design of Buildings (Course unit code 1C2) (Course unit code 1C2) Module C Design of Steel Members J.P. Jaspart (University of Liège) 520121-1-2011-1-CZ-ERA MUNDUS-EMMC Bolts are the main type of fasteners used in steel joints. The main geometrical

More information

Pipe Cutting and Beveling Clamshells

Pipe Cutting and Beveling Clamshells Pipe Cutting and Beveling Clamshells Who We Are One Company, Total Support, Complete Solutions For more than a century, Hydratight has provided world-class bolted joint solutions and continues to set international

More information

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

PROBLEMS. m s TAC. m = 60 kg/m, determine the tension in the two supporting cables and the reaction at D. PRLEMS 1. he uniform I-beam has a mass of 60 kg per meter of its length. Determine the tension in the two supporting cables and the reaction at D. (3/64) PRLEMS A( 500) m (5 23) m m = 60 kg/m determine

More information

Tolerance +/- 0,5 mm, +/- 0,2 mm. Length 15-350 mm ( standard) SLOTS. 9 5/8 x 36 Ibs/ft. 4 1/2 x 9,5 Ibs/ft. Slotted casing

Tolerance +/- 0,5 mm, +/- 0,2 mm. Length 15-350 mm ( standard) SLOTS. 9 5/8 x 36 Ibs/ft. 4 1/2 x 9,5 Ibs/ft. Slotted casing Slotted casing Tube API 5CT, grade J/K55, R1, R2, STC: 4 1/2 x 9,5 Ibs/ft number of slots / meter number of ranges on circumference number of ranges per linear meter 24 4 6 9 5/8 x 36 Ibs/ft 48 8 6 Slotted

More information

DIVISION: 31 00 00 EARTHWORK SECTION: 31 63 00 BORED PILES REPORT HOLDER: HUBBELL POWER SYSTEMS, INC.

DIVISION: 31 00 00 EARTHWORK SECTION: 31 63 00 BORED PILES REPORT HOLDER: HUBBELL POWER SYSTEMS, INC. 0 ICC ES Report ICC ES (800) 4 6587 (56) 699 054 www.icc es.org 000 Most Widely Accepted and Trusted ESR 794 Reissued 05/05 This report is subject to renewal 05/06. DIVISION: 00 00 EARTHWORK SECTION: 6

More information

System. Stability. Security. Integrity. 150 Helical Anchor

System. Stability. Security. Integrity. 150 Helical Anchor Model 150 HELICAL ANCHOR System PN #MBHAT Stability. Security. Integrity. 150 Helical Anchor System About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair

More information

Highly flexible couplings

Highly flexible couplings Construction and operation 8.03.00 Instructions for installation 8.03.00 Types of stress 8.04.00 Diagrams for static deformation of the coupling ring 8.05.00 Coupling size 8.07.00 Examples of combinations

More information

Volkswagen New Beetle 2.0 Liter 4-cyl General, Engine (Engine Code AEG) 17 Engine-Lubrication system (Page GR-17)

Volkswagen New Beetle 2.0 Liter 4-cyl General, Engine (Engine Code AEG) 17 Engine-Lubrication system (Page GR-17) 17 Engine-Lubrication system (Page GR-17) Lubrication system components, removing and installing Oil pan, removing and installing Oil pressure and oil pressure switch, checking Dynamic oil pressure warning

More information

MECHANICS OF MATERIALS

MECHANICS OF MATERIALS T dition CHTR MCHNICS OF MTRIS Ferdinand. Beer. Russell Johnston, Jr. John T. DeWolf ecture Notes: J. Walt Oler Texas Tech University Stress and Strain xial oading - Contents Stress & Strain: xial oading

More information

Dynamic Load Testing of Helical Piles

Dynamic Load Testing of Helical Piles Dynamic Load Testing of Helical Piles ANNUAL KANSAS CITY SPECIALTY SEMINAR 2014 JANUARY 10, 2014 Jorge Beim JWB Consulting LLC Pile Dynamics, Inc. Main Topics Brief description of the Dynamic Load Test

More information

1993 SUSPENSION Volkswagen Front. EuroVan

1993 SUSPENSION Volkswagen Front. EuroVan Article Text ARTICLE BEGINNING 1993 SUSPENSION Volkswagen Front EuroVan DESCRIPTION FWD independent suspension is an double-wishbone type with torsion bars mounted on upper control arm. Wheel is supported

More information

Evaluation Report CCMC 13102-R Pieux Vissés Vistech / Postech Screw Piles

Evaluation Report CCMC 13102-R Pieux Vissés Vistech / Postech Screw Piles Evaluation Report CCMC 13102-R Pieux Vissés Vistech / Postech Screw Piles 1. Opinion 1of 6 MASTERFORMAT: 31 62 16.01 Evaluation issued: 2003-02-13 Re-evaluated: 2015-03-13 Re-evaluation due: 2018-02-13

More information

Pneumatic Shut-off Butterfly Valve Type 3335/31a SRP or DAP

Pneumatic Shut-off Butterfly Valve Type 3335/31a SRP or DAP Pneumatic Shut-off Butterfly Valve Type 3335/31a SRP or DAP Application Tight-closing butterfly valve for process engineering and industrial applications DN 50 to 300 NPS 2 to 12 Nominal pressure PN 10

More information

Hydraulic cylinder Mill type. CDL2 type. Contents. Features. RE 17326 Version: 2013-06 Replaces: 12.12. Series L2 Component series 1X

Hydraulic cylinder Mill type. CDL2 type. Contents. Features. RE 17326 Version: 2013-06 Replaces: 12.12. Series L2 Component series 1X Hydraulic cylinder Mill type CDL2 type RE 17326 Version: 2013-06 Replaces: 12.12 Series L2 Component series 1X 2 pressure ranges: Nominal pressure 160 bar [16 MPa] Nominal pressure 250 bar [25 MPa] Features

More information

be carried out to determine whether the housing connecting bolts and the mounting bolts are still suitable. Torque

be carried out to determine whether the housing connecting bolts and the mounting bolts are still suitable. Torque SD Plummer Block Housings SD Series 31.. + 30.. housings are split plummer blocks for spherical roller bearings with adapter sleeves. They are fitted with labyrinth seals. Housings for shaft ends are supplied

More information

Introduction, Method of Sections

Introduction, Method of Sections Lecture #1 Introduction, Method of Sections Reading: 1:1-2 Mechanics of Materials is the study of the relationship between external, applied forces and internal effects (stress & deformation). An understanding

More information

BEAMS: SHEAR AND MOMENT DIAGRAMS (GRAPHICAL)

BEAMS: SHEAR AND MOMENT DIAGRAMS (GRAPHICAL) LECTURE Third Edition BES: SHER ND OENT DIGRS (GRPHICL). J. Clark School of Engineering Department of Civil and Environmental Engineering 3 Chapter 5.3 by Dr. Ibrahim. ssakkaf SPRING 003 ENES 0 echanics

More information

SOLID MECHANICS TUTORIAL MECHANISMS KINEMATICS - VELOCITY AND ACCELERATION DIAGRAMS

SOLID MECHANICS TUTORIAL MECHANISMS KINEMATICS - VELOCITY AND ACCELERATION DIAGRAMS SOLID MECHANICS TUTORIAL MECHANISMS KINEMATICS - VELOCITY AND ACCELERATION DIAGRAMS This work covers elements of the syllabus for the Engineering Council exams C105 Mechanical and Structural Engineering

More information

SCAFFOLDING PRODUCT TECHNICAL GUIDE. Scaffold Couplers General Technical and Application Manual. Genuine Safety. Outstanding Service.

SCAFFOLDING PRODUCT TECHNICAL GUIDE. Scaffold Couplers General Technical and Application Manual. Genuine Safety. Outstanding Service. SCAFFOLDING PRODUCT TECHNICAL GUIDE Scaffold Couplers Genuine Safety. Outstanding Service. Introduction Scaffold couplers are essentially the fundamental component that is used to assemble tube-and-coupler

More information

SHEAR AND TORSION. David Roylance Department of Materials Science and Engineering Massachusetts Institute of Technology Cambridge, MA 02139

SHEAR AND TORSION. David Roylance Department of Materials Science and Engineering Massachusetts Institute of Technology Cambridge, MA 02139 SHER ND TORSION David Roylance Department of Materials Science and Engineering Massachusetts Institute of Technology Cambridge, M 02139 June 23, 2000 Introduction Torsionally loaded shafts are among the

More information

Tubular connection elements

Tubular connection elements KIRÁY TRING KFT H-1151 udapest Mogyoród útja 12 14tel: 061307-3801 Tubular connection elements 429 KIRÁY TRING KFT H-1151 udapest Mogyoród útja 12 14tel: 061307-3801 Technical information on the tubular

More information

Design of an Industrial Truss

Design of an Industrial Truss Design of an Industrial Truss Roofing U 2 U 3 Ridge U 4 Sagrod 24 U 1 U 5 L 0 L 1 L 2 L 3 L 4 L 5 L 6 6@20 = 120 Elevation of the Truss Top Cord Bracing Sagrod Purlin at top, Bottom Cord Bracing at bottom

More information

Determination of the enthalpy of combustion using a bomb calorimeter TEC

Determination of the enthalpy of combustion using a bomb calorimeter TEC Determination of the enthalpy of TEC Related concepts First law of thermodynamics, Hess s law of constant heat summation, enthalpy of combustion, enthalpy of formation, heat capacity. Principle The bomb

More information

Homework 9. Problems: 12.31, 12.32, 14.4, 14.21

Homework 9. Problems: 12.31, 12.32, 14.4, 14.21 Homework 9 Problems: 1.31, 1.3, 14.4, 14.1 Problem 1.31 Assume that if the shear stress exceeds about 4 10 N/m steel ruptures. Determine the shearing force necessary (a) to shear a steel bolt 1.00 cm in

More information

FAG Mechanical Extractors Technical Information

FAG Mechanical Extractors Technical Information FAG Mechanical Extractors Technical Information A Member of the Schaeffler Group FAG Mechanical Extractors Application Programme Application of extractors Small rolling bearings with bore diameters of

More information