Class XI Chapter 9 Mechanical Properties of Solids Physics

Size: px
Start display at page:

Download "Class XI Chapter 9 Mechanical Properties of Solids Physics"

Transcription

1 Book Name: NCERT Solutions Question : A steel wire of length 4.7 m and cross-sectional area m stretches by the same 5 amount as a copper wire of length 3.5 m and cross-sectional area of m under a given load. What is the ratio of the Young s modulus of steel to that of copper? Solution : Length of the steel wire, L 4.7 m Area of cross-section of the steel wire, Length of the copper wire, L 3.5 m Area of cross-section of the copper wire, Change in length L L L Force applied in both the cases = F Young s modulus of the steel wire: Y F / A ( L / L ) 5 F / 3 X 0 ( 4.7 / L)... i Young s modulus of the copper wire: / / Y F A L L 5 F / 4 0 ( 3.5 / L).... ii Dividing (i) by (ii), we get: 5 5 Y / Y / A m 5 A m 5 =.79: The ratio of Young s modulus of steel to that of copper is.79 :. Question : Figure 9. shows the strain-stress curve for a given material. What are (a) Young s modulus and (b) approximate yield strength for this material?

2 Solution : 6 (a) It is clear from the given graph that for stress 50 0 N / m, strain is Young s modulus, Y = Stress / Strain / Nm 0 Hence, Young s modulus for the given material is N/ m. (b) The yield strength of a material is the maximum stress that the material can sustain without crossing the elastic limit. It is clear from the given graph that the approximate yield strength of this material is Nm / or 3 0 N / m. Question 3: The stress-strain graphs for materials A and B are shown in Fig. 9. The graphs are drawn to the same scale. (a) Which of the materials has the greater Young s modulus? (b) Which of the two is the stronger material? Solution 3: (a) From the two graphs, we note that for a given strain, stress for A is more than that of B. Hence, Young's modulus (=stress/strain) is greater for A than that of B. (b) A is stronger than B. Strength of a material is measured by the amount of stress required to cause fracture, corresponding to the point of fracture.

3 Question 4: Read the following two statements below carefully and state, with reasons, if it is true or false. (a) The Young s modulus of rubber is greater than that of steel; (b) The stretching of a coil is determined by its shear modulus. Solution 4: (a) False, because for given stress there is more strain in rubber than steel and modulus of elasticity is inversely proportional to strain. (b) True, because the stretching of coil simply changes its shape without any change in the length of the wire used in the coil due to which shear modulus of elasticity is involved. Question 5: Two wires of diameter 0.5 cm, one made of steel and the other made of brass are loaded as shown in Fig The unloaded length of steel wire is.5 m and that of brass wire is.0 m. Compute the elongations of the steel and the brass wires. Solution 5: Elongation of the steel wire m 4 Elongation of the brass wire.3 0 m Diameter of the wires, d = 0.5 m Hence, the radius of the wires, r = d/ = 0.5 cm Length of the steel wire, L.5 m Length of the brass wire, L.0 m Total force exerted on the steel wire: F 4 6 g N

4 Young s modulus for steel: / / / Y F A L L Where, L Change in the length of the steel wire A Area of cross-section of the steel wire r Young s modulus of steel, Y.0 0 L F L / A Y Pa / [ ].49 0 Total force on the brass wire: F N Young s modulus for brass: / / / Y F A L L Where, L Change in the length of the brass wire A Area of cross-section of the brass wire r L F L / A Y 58.8 / [ ( ].3 0 Elongation of the steel wire Elongation of the brass wire m m m. m Question 6: The edge of an aluminium cube is 0 cm long. One face of the cube is firmly fixed to a vertical wall. A mass of 00 kg is then attached to the opposite face of the cube. The shear modulus of aluminium is 5 GPa. What is the vertical deflection of this face? Solution 6: Edge of the aluminium cube, L = 0 cm = 0. m The mass attached to the cube, m = 00 kg 9 Shear modulus of aluminium 5 GPa 5 0 Pa Shear modulus, Shear stress / Shear strain F / A / ( L / L) Where, F = Applied force = mg = = 980 N A = Area of one of the faces of the cube m

5 L Vertical deflection of the cube L FL / A / m 9 The vertical deflection of this face of the cube is m. Question 7 : Four identical hollow cylindrical columns of mild steel support a big structure of mass 50,000 kg. The inner and outer radii of each column are 30 cm and 60 cm respectively. Assuming the load distribution to be uniform, calculate the compressional strain of each column. Solution 7: Mass of the big structure, M = 50,000 kg Inner radius of the column, r = 30 cm = 0.3 m Outer radius of the column, R = 60 cm = 0.6 m Young s modulus of steel, Y 0 Pa Total force exerted, F = Mg = N Stress = Force exerted on a single column = / 4 = 500 N Young s modulus, Y = Stress / Strain Strain = (F/A) / Y Where, Area, A R r Strain 500 / Hence, the compressional strain of each column is Question 8: A piece of copper having a rectangular cross-section of 5. mm 9. mm is pulled in tension with 44,500 N force, producing only elastic deformation. Calculate the resulting strain? Solution 8: Length of the piece of copper, Breadth of the piece of copper, Area of the copper piece: 3 l 9. mm 9. 0 m 3 b 5. mm 5. 0 m

6 A l b m Tension force applied on the piece of copper, F = N Modulus of elasticity of copper, 4 0 N / m Modulus of elasticity, Stress / Strain = (F/A) / Strain Strain F / A / Question 9: A steel cable with a radius of.5 cm supports a chairlift at a ski area. If the maximum stress is 8 not to exceed0 Nm, what is the maximum load the cable can support? Solution 9: Radius of the steel cable, r =.5 cm = 0.05 m 8 Maximum allowable stress 0 Nm Maximum stress = Maximum force / Area of cross-section Maximum force = Maximum stress Area of cross-section N. Hence, the cable can support the maximum load of N. Question 0: A rigid bar of mass 5 kg is supported symmetrically by three wires each.0 m long. Those at each end are of cope and the middle one is of iron. Determine the ratio of their diameters if each is to have the same tension. Solution 0: The tension force acting on each wire is the same. Thus, the extension in each case is the same. Since the wires are of the same length, the strain will also be the same. The relation for Young s modulus is given as: Y = Stress / Strain

7 F / A / Strain 4 F / d / Strain... i Where, F = Tension force A = Area of cross-section d = Diameter of the wire It can be inferred from equation i that Y / d 9 Young s modulus for iron, Y 90 0 Pa Diameter of the iron wire d Young s modulus for copper, Y Pa Diameter of the copper wire d. Therefore, the ratio of their diameters is given as: d d Y Y : 5: Question : A 4.5 kg mass, fastened to the end of a steel wire of unstretched length.0 m, is whirled in a vertical circle with an angular velocity of rev/s at the bottom of the circle. The crosssectional area of the wire is the lowest point of its path. Solution : Mass, m = 4.5 kg cm. Calculate the elongation of the wire when the mass is at Length of the steel wire, l =.0 m Angular velocity, rev / s rad / s.56 rad / s 4 Cross-sectional area of the wire, a cm m Let l be the elongation of the wire when the mass is at the lowest point of its path. When the mass is placed at the position of the vertical circle, the total force on the mass is: F mg ml N Young's modulus = Stress / Strain Y F / A / l / l ( ) l Fl / AY Young s modulus for steel 0 Pa

8 l / ( ) Hence, the elongation of the wire is.87 0 m. m Question : Compute the bulk modulus of water from the following data: Initial volume = 00.0 litre, 5 Pressure increase = 00.0 atm atm.03 0 Pa, Final volume = 00.5 litre. Compare the bulk modulus of water with that of air (at constant temperature). Explain in simple terms why the ratio is so large. Solution : Initial volume, V 00.0 l m 3 3 Final volume, V 00.5 l m Increase in volume, Increase in pressure, Bulk modulus Pa 3 3 V V V m p 00.0 atm Pa p / V / V pv / V / Bulk modulus of air Pa Bulk modulus of water / Bulk modulus of air.06 0 / This ratio is very high because air is more compressible than water Question 3: What is the density of water at a depth where pressure is 80.0 atm, given that its density at the 3 3 surface is.03 0 kg m? Solution 3: Let the given depth be h. Pressure at the given depth, 5 p 80.0 atm Pa 3 3 Density of water at the surface,.03 0 kg m Let be the density of water at the depth h. Let V be the volume of water of mass m at the surface.

9 Let V be the volume of water of mass m at the depth h. Let V be the change in volume. V V V / / m Volumetric strain V / V / / / m i m V / V /... Bulk modulus, B pv / V V / V p / B Compressibility of water / B V V Pa 5 3 / For equations (i) and (ii), we get: / / kg m ii 3 3 Therefore, the density of water at the given depth (h) is kg m. Question 4: Compute the fractional change in volume of a glass slab, when subjected to a hydraulic pressure of 0 atm. Solution 4: Hydraulic pressure exerted on the glass slab, Bulk modulus of glass, B 37 0 Nm Bulk modulus, B p / ( V / V) Where, V / V Fractional change in volume V / V p / B / ( 37 0 ) Hence, the fractional change in the volume of the glass slab is 5 p 0 atm Pa

10 Question 5: Determine the volume contraction of a solid copper cube, 0 cm on an edge, when subjected to a hydraulic pressure of Pa. Solution 5: Length of an edge of the solid copper cube, l = 0 cm = 0. m Hydraulic pressure, p Pa 9 Bulk modulus of copper, B 40 0 Pa Bulk modulus, B p / ( V / V) Where, V / V Volumetric strain V Change in volume V = Original volume. V pv / B Original volume of the cube, V l 3 V pl / B / m 5 0 cm Therefore, the volume contraction of the solid copper cube is cm. Question 6: How much should the pressure on a litre of water be changed to compress it by 0.0%? Solution 6: Volume of water, V L It is given that water is to be compressed by 0.0%. 3 Fractional change, Bulk modulus, B / V / V B V / V V / V 0./ 00 0 Bulk modulus of water, B. 0 Nm Nm Therefore, the pressure on water should be. 0 Nm.

11 Question 7: Anvils made of single crystals of diamond, with the shape as shown in Fig. 9.4, are used to investigate behaviour of materials under very high pressures. Flat faces at the narrow end of the anvil have a diameter of 0.50 mm, and the wide ends are subjected to a compressional force of 50,000 N. What is the pressure at the tip of the anvil? Solution 7: Diameter of the cones at the narrow ends, 3 Radius, r d / m Compressional force, F = N Pressure at the tip of the anvil: 3 P = Force / Area / Pa Therefore, the pressure at the tip of the anvil is 3 d 0.50 mm m.55 0 Pa. Question 8: A rod of length.05 m having negligible mass is supported at its ends by two wires of steel (wire A) and aluminium (wire B) of equal lengths as shown in Fig The cross-sectional areas of wires A and B are.0 mm and.0 mm, respectively. At what point along the rod should a mass m be suspended in order to produce (a) equal stresses and (b) equal strains in both steel and aluminium wires.

12 Solution 8: 6 Cross-sectional area of wire A, a.0 mm.0 0 m Cross-sectional area of wire B, a.0 mm.0 0 m Young s modulus for steel, Y 0 Young s modulus for aluminium, Y Nm Nm 0 (a) Let a small mass m be suspended to the rod at a distance y from the end where wire A is attached. Stress in the wire = Force / Area = F / a If the two wires have equal stresses, then: F / a F / a Where, F Force exerted on the steel wire F Force exerted on the aluminium wire F / F a / a /....( i ) The situation is shown in the following figure: Taking torque about the point of suspension, we have: F y F.05 y F / F.05 y / y...( ii)

13 Using equations (i) and (ii), we can write: y.05 y / y /.05 y 0.7 m y In order to produce an equal stress in the two wires, the mass should be suspended at a distance of 0.7 m from the end where wire A is attached. (b) Young's modulus = Stress / Strain Strain = Stress / Young's modulus = (F/a) / Y If the strain in the two wires is equal, then: F / a / Y F / a / Y F / F a Y / a Y a / a / 0 F / F / 0 / / 7...( iii) Taking torque about the point where mass m, is suspended at a distance y from the side where wire A attached, we get: F y F.05 y F / F.05 y / y...( iii) Using equations (iii) and (iv), we get:.05 y / y 0 / y 0y y 0.43 m In order to produce an equal strain in the two wires, the mass should be suspended at a distance of 0.43 m from the end where wire A is attached. Question 9: A mild steel wire of length.0 m and cross-sectional area cm is stretched, well within its elastic limit, horizontally between two pillars. A mass of 00 g is suspended from the mid-point of the wire. Calculate the depression at the midpoint. Solution 9:

14 From the above figure, Let x be the depression at the mid point i.e. CD = x. In fig., AC= CB = l = 0.5 m ; m = 00 g = 0.00 Kg / AD BD l x Increase in length, l = AD + DB - AB = AD AB x x x l x l l l l l x Strain l l If T is the tension in the wire, then T cos mg l l l mg Or, T cos x x x Here, cos l x x x l l l l As, l, so and cos mg mgl Hence, T x x l T mgl Stress A Ax x x x l l l

15 stress mgl l mgl Y 3 strain Ax x Ax mg 0.0 x l m 6 YA m Question 0: Two strips of metal are riveted together at their ends by four rivets, each of diameter 6.0 mm. What is the maximum tension that can be exerted by the riveted strip if the shearing stress on 7 the rivet is not to exceed Pa? Assume that each rivet is to carry one quarter of the load. Solution 0: Diameter of the metal strip, Radius, 3 r d / 3 0 m 3 d 6.0 mm m 7 Maximum shearing stress Pa Maximum stress = Minimum load or force / Area Maximum force = Maximum stress Area r = N Each rivet carries one quarter of the load. Maximum tension on each rivet N. Question : The Marina trench is located in the Pacific Ocean, and at one place it is nearly eleven km beneath the surface of water. The water pressure at the bottom of the trench is about 8. 0 Pa. A steel ball of initial volume m is dropped into the ocean and falls to the bottom of the trench. What is the change in the volume of the ball when it reaches to the bottom? Solution : 8 Water pressure at the bottom, p. 0 Pa Initial volume of the steel ball, V 0.3 m Bulk modulus of steel, B.6 0 Nm 3

16 The ball falls at the bottom of the Pacific Ocean, which is km beneath the surface. Let the change in the volume of the ball on reaching the bottom of the trench be V. Bulk modulus, B p / ( V / V) V B / pv / Therefore, the change in volume of the ball on reaching the bottom of the trench is m. m

Question 9.1: A steel wire of length 4.7 m and cross-sectional area 3.0 10 5 m 2 stretches by the same amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 10 5 m 2 under a given load.

More information

Class XI Physics. Ch. 9: Mechanical Properties of solids. NCERT Solutions

Class XI Physics. Ch. 9: Mechanical Properties of solids. NCERT Solutions Downloaded from Class XI Physics Ch. 9: Mechanical Properties of solids NCERT Solutions Page 242 Question 9.1: A steel wire of length 4.7 m and cross-sectional area 3.0 10 5 m 2 stretches by the same amount

More information

Question Figure shows the strain-stress curve for a given material. What are (a) Young s modulus and (b) approximate yield strength for this material?

Question Figure shows the strain-stress curve for a given material. What are (a) Young s modulus and (b) approximate yield strength for this material? Question. A steel wire of length 4.7 m and cross-sectional area 3.0 x 10-5 m 2 stretches by the same amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 x 10-5 m 2 under a given load.

More information

Question 9.1: Answer. Length of the steel wire, L 1 = 4.7 m. Area of cross-section of the steel wire, A 1 = m 2

Question 9.1: Answer. Length of the steel wire, L 1 = 4.7 m. Area of cross-section of the steel wire, A 1 = m 2 Question 9.1: A steel wire of length 4.7 m and cross-sectional area 3.0 10 5 m 2 stretches by the same amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 10 5 m 2 under a given load.

More information

9 MECHANICAL PROPERTIES OF SOLIDS

9 MECHANICAL PROPERTIES OF SOLIDS 9 MECHANICAL PROPERTIES OF SOLIDS Deforming force Deforming force is the force which changes the shape or size of a body. Restoring force Restoring force is the internal force developed inside the body

More information

MECHANICAL PROPERTIES OF SOLIDS

MECHANICAL PROPERTIES OF SOLIDS Chapter Nine MECHANICAL PROPERTIES OF SOLIDS MCQ I 9.1 Modulus of rigidity of ideal liquids is (a) infinity. (b) zero. (c) unity. (d) some finite small non-zero constant value. 9. The maximum load a wire

More information

Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering

Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering Mechanics Of Solids Suraj kr. Ray (surajjj2445@gmail.com) Department of Civil Engineering 1 Mechanics of Solids is a branch of applied mechanics that deals with the behaviour of solid bodies subjected

More information

MECHANICAL PROPERTIES OF SOLIDS

MECHANICAL PROPERTIES OF SOLIDS CHAPTER NINE MECHANICAL PROPERTIES OF SOLIDS 9.1 Introduction 9.2 Elastic behaviour of solids 9.3 Stress and strain 9.4 Hooke s law 9.5 Stress-strain curve 9.6 Elastic moduli 9.7 Applications of elastic

More information

22 Which of the following correctly defines the terms stress, strain and Young modulus? stress strain Young modulus

22 Which of the following correctly defines the terms stress, strain and Young modulus? stress strain Young modulus PhysicsndMathsTutor.com Which of the following correctly defines the terms stress, strain and Young modulus? 97/1/M/J/ stress strain Young modulus () x (area) (extension) x (original length) (stress) /

More information

not to be republished NCERT MECHANICAL PROPERTIES OF SOLIDS CHAPTER NINE

not to be republished NCERT MECHANICAL PROPERTIES OF SOLIDS CHAPTER NINE CHAPTER NINE 9.1 Introduction 9.2 Elastic behaviour of solids 9.3 Stress and strain 9.4 Hooke s law 9.5 Stress-strain curve 9.6 Elastic moduli 9.7 Applications of elastic behaviour of materials Summary

More information

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study

Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus. Case study Stress Strain Elasticity Modulus Young s Modulus Shear Modulus Bulk Modulus Case study 2 In field of Physics, it explains how an object deforms under an applied force Real rigid bodies are elastic we can

More information

Question 9.1: Answer. Length of the steel wire, L 1 = 4.7 m. Area of cross-section of the steel wire, A 1 = m 2

Question 9.1: Answer. Length of the steel wire, L 1 = 4.7 m. Area of cross-section of the steel wire, A 1 = m 2 Question 9.1: A steel wire of length 4.7 m and cross-sectional area 3.0 10 5 m 2 stretches by the same amount as a copper wire of length 3.5 m and cross-sectional area of 4.0 10 5 m 2 under a given load.

More information

1. A pure shear deformation is shown. The volume is unchanged. What is the strain tensor.

1. A pure shear deformation is shown. The volume is unchanged. What is the strain tensor. Elasticity Homework Problems 2014 Section 1. The Strain Tensor. 1. A pure shear deformation is shown. The volume is unchanged. What is the strain tensor. 2. Given a steel bar compressed with a deformation

More information

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science Zhe Cheng (2018) 2 Stress & Strain - Axial Loading Statics

More information

MECHANICAL PROPERTIES OF SOLIDS

MECHANICAL PROPERTIES OF SOLIDS MECHANICA PROPERTIES OF SOIDS Important Points: 1. Elasticity: The property of a body by virtue of which it regains its original size and shape when deformation force is removed is called elasticity. Ex:

More information

STRESS, STRAIN AND DEFORMATION OF SOLIDS

STRESS, STRAIN AND DEFORMATION OF SOLIDS VELAMMAL COLLEGE OF ENGINEERING AND TECHNOLOGY, MADURAI 625009 DEPARTMENT OF CIVIL ENGINEERING CE8301 STRENGTH OF MATERIALS I -------------------------------------------------------------------------------------------------------------------------------

More information

Unit I Stress and Strain

Unit I Stress and Strain Unit I Stress and Strain Stress and strain at a point Tension, Compression, Shear Stress Hooke s Law Relationship among elastic constants Stress Strain Diagram for Mild Steel, TOR steel, Concrete Ultimate

More information

Statics. Phys101 Lectures 19,20. Key points: The Conditions for static equilibrium Solving statics problems Stress and strain. Ref: 9-1,2,3,4,5.

Statics. Phys101 Lectures 19,20. Key points: The Conditions for static equilibrium Solving statics problems Stress and strain. Ref: 9-1,2,3,4,5. Phys101 Lectures 19,20 Statics Key points: The Conditions for static equilibrium Solving statics problems Stress and strain Ref: 9-1,2,3,4,5. Page 1 The Conditions for Static Equilibrium An object in static

More information

Direct (and Shear) Stress

Direct (and Shear) Stress 1 Direct (and Shear) Stress 3.1 Introduction Chapter 21 introduced the concepts of stress and strain. In this chapter we shall discuss direct and shear stresses. We shall also look at how to calculate

More information

N = Shear stress / Shear strain

N = Shear stress / Shear strain UNIT - I 1. What is meant by factor of safety? [A/M-15] It is the ratio between ultimate stress to the working stress. Factor of safety = Ultimate stress Permissible stress 2. Define Resilience. [A/M-15]

More information

Chapter 13 ELASTIC PROPERTIES OF MATERIALS

Chapter 13 ELASTIC PROPERTIES OF MATERIALS Physics Including Human Applications 280 Chapter 13 ELASTIC PROPERTIES OF MATERIALS GOALS When you have mastered the contents of this chapter, you will be able to achieve the following goals: Definitions

More information

00 Elasticity Mechanical Properties of olids tress and train. When a weight of 0kg is suspended fro a copper wire of length 3 and diaeter 0.4. Its length increases by.4c. If the diaeter of the wire is

More information

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. NORMAL STRESS The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. σ = force/area = P/A where σ = the normal stress P = the centric

More information

UNIT-II. Engineering Physics-I PH Properties of Matter. Prepared by Dr.N.R.SHEELA (Asst.Prof) Dept. Of Applied Physics SVCE

UNIT-II. Engineering Physics-I PH Properties of Matter. Prepared by Dr.N.R.SHEELA (Asst.Prof) Dept. Of Applied Physics SVCE Engineering Physics-I PH 6151 UNIT-II Properties of Matter Prepared by Dr.N.R.SHEELA (Asst.Prof) Dept. Of Applied Physics SVCE Content of the UNIT-II (Properties of Matter) Elasticity-Hooke s Law- Relationship

More information

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS CHAPTER THE EFFECTS OF FORCES ON MATERIALS EXERCISE 1, Page 50 1. A rectangular bar having a cross-sectional area of 80 mm has a tensile force of 0 kn applied to it. Determine the stress in the bar. Stress

More information

[5] Stress and Strain

[5] Stress and Strain [5] Stress and Strain Page 1 of 34 [5] Stress and Strain [5.1] Internal Stress of Solids [5.2] Design of Simple Connections (will not be covered in class) [5.3] Deformation and Strain [5.4] Hooke s Law

More information

Equilibrium. the linear momentum,, of the center of mass is constant

Equilibrium. the linear momentum,, of the center of mass is constant Equilibrium is the state of an object where: Equilibrium the linear momentum,, of the center of mass is constant Feb. 19, 2018 the angular momentum,, about the its center of mass, or any other point, is

More information

UNIVERSITY PHYSICS I. Professor Meade Brooks, Collin College. Chapter 12: STATIC EQUILIBRIUM AND ELASTICITY

UNIVERSITY PHYSICS I. Professor Meade Brooks, Collin College. Chapter 12: STATIC EQUILIBRIUM AND ELASTICITY UNIVERSITY PHYSICS I Professor Meade Brooks, Collin College Chapter 12: STATIC EQUILIBRIUM AND ELASTICITY Two stilt walkers in standing position. All forces acting on each stilt walker balance out; neither

More information

MECHANICAL PROPERTIES OF SOLIDS

MECHANICAL PROPERTIES OF SOLIDS INTRODUCTION A rigid body generally means a hard solid object having a definite shape and size. But in reality, bodies can be stretched, compressed and bent. Even the appreciably rigid steel bar can be

More information

PES Institute of Technology

PES Institute of Technology PES Institute of Technology Bangalore south campus, Bangalore-5460100 Department of Mechanical Engineering Faculty name : Madhu M Date: 29/06/2012 SEM : 3 rd A SEC Subject : MECHANICS OF MATERIALS Subject

More information

Simple Harmonic Motion and Elasticity continued

Simple Harmonic Motion and Elasticity continued Chapter 10 Simple Harmonic Motion and Elasticity continued Spring constants & oscillations Hooke's Law F A = k x Displacement proportional to applied force Oscillations position: velocity: acceleration:

More information

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.

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. 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. Q.2 Consider the forces of magnitude F acting on the sides of the regular hexagon having

More information

SOLUTION a. Since the applied force is equal to the person s weight, the spring constant is 670 N m ( )( )

SOLUTION a. Since the applied force is equal to the person s weight, the spring constant is 670 N m ( )( ) 5. ssm A person who weighs 670 N steps onto a spring scale in the bathroom, and the spring compresses by 0.79 cm. (a) What is the spring constant? (b) What is the weight of another person who compresses

More information

Course: US01CPHY01 UNIT 1 ELASTICITY I Introduction:

Course: US01CPHY01 UNIT 1 ELASTICITY I Introduction: Course: US0CPHY0 UNIT ELASTICITY I Introduction: If the distance between any two points in a body remains invariable, the body is said to be a rigid body. In practice it is not possible to have a perfectly

More information

QUESTION BANK ENGINEERS ACADEMY. PL 4Ed d. Ed d. 4PL Ed d. 4Ed d. 42 Axially Loaded Members Junior Engineer

QUESTION BANK ENGINEERS ACADEMY. PL 4Ed d. Ed d. 4PL Ed d. 4Ed d. 42 Axially Loaded Members Junior Engineer NGINRS CDMY xially oaded Members Junior ngineer QUSTION BNK 1. The stretch in a steel rod of circular section, having a length subjected to a tensile load P and tapering uniformly from a diameter d 1 at

More information

Strength of Materials (15CV 32)

Strength of Materials (15CV 32) Strength of Materials (15CV 32) Module 1 : Simple Stresses and Strains Dr. H. Ananthan, Professor, VVIET,MYSURU 8/21/2017 Introduction, Definition and concept and of stress and strain. Hooke s law, Stress-Strain

More information

ME 243. Mechanics of Solids

ME 243. Mechanics of Solids ME 243 Mechanics of Solids Lecture 2: Stress and Strain Ahmad Shahedi Shakil Lecturer, Dept. of Mechanical Engg, BUET E-mail: sshakil@me.buet.ac.bd, shakil6791@gmail.com Website: teacher.buet.ac.bd/sshakil

More information

Equilibrium & Elasticity

Equilibrium & Elasticity PHYS 101 Previous Exam Problems CHAPTER 12 Equilibrium & Elasticity Static equilibrium Elasticity 1. A uniform steel bar of length 3.0 m and weight 20 N rests on two supports (A and B) at its ends. A block

More information

ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING

ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING QUESTION BANK FOR THE MECHANICS OF MATERIALS-I 1. A rod 150 cm long and of diameter 2.0 cm is subjected to an axial pull of 20 kn. If the modulus

More information

Chapter 10 Lecture Outline. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display.

Chapter 10 Lecture Outline. Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Chapter 10 Lecture Outline Copyright The McGraw-Hill Companies, Inc. Permission required for reproduction or display. 1 Chapter 10: Elasticity and Oscillations Elastic Deformations Hooke s Law Stress and

More information

MAAE 2202 A. Come to the PASS workshop with your mock exam complete. During the workshop you can work with other students to review your work.

MAAE 2202 A. Come to the PASS workshop with your mock exam complete. During the workshop you can work with other students to review your work. It is most beneficial to you to write this mock final exam UNDER EXAM CONDITIONS. This means: Complete the exam in 3 hours. Work on your own. Keep your textbook closed. Attempt every question. After the

More information

Chapter 26 Elastic Properties of Materials

Chapter 26 Elastic Properties of Materials Chapter 26 Elastic Properties of Materials 26.1 Introduction... 1 26.2 Stress and Strain in Tension and Compression... 2 26.3 Shear Stress and Strain... 4 Example 26.1: Stretched wire... 5 26.4 Elastic

More information

Elasticity. A PowerPoint Presentation by Paul E. Tippens, Professor of Physics Southern Polytechnic State University Modified by M.

Elasticity. A PowerPoint Presentation by Paul E. Tippens, Professor of Physics Southern Polytechnic State University Modified by M. Elasticity A PowerPoint Presentation by Paul E. Tippens, Professor of Physics Southern Polytechnic State University Modified by M. Lepore Elasticity Photo Vol. 10 PhotoDisk/Getty BUNGEE jumping utilizes

More information

PHYS 185 Practice Final Exam Fall You may answer the questions in the space provided here, or if you prefer, on your own notebook paper.

PHYS 185 Practice Final Exam Fall You may answer the questions in the space provided here, or if you prefer, on your own notebook paper. PHYS 185 Practice Final Exam Fall 2013 Name: You may answer the questions in the space provided here, or if you prefer, on your own notebook paper. Short answers 1. 2 points When an object is immersed

More information

Chapter 4-b Axially Loaded Members

Chapter 4-b Axially Loaded Members CIVL 222 STRENGTH OF MATERIALS Chapter 4-b Axially Loaded Members AXIAL LOADED MEMBERS Today s Objectives: Students will be able to: a) Determine the elastic deformation of axially loaded member b) Apply

More information

Chapter 12. Static Equilibrium and Elasticity

Chapter 12. Static Equilibrium and Elasticity Chapter 12 Static Equilibrium and Elasticity Static Equilibrium Equilibrium implies that the object moves with both constant velocity and constant angular velocity relative to an observer in an inertial

More information

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State Hooke s law. 3. Define modular ratio,

More information

INTRODUCTION TO STRAIN

INTRODUCTION TO STRAIN SIMPLE STRAIN INTRODUCTION TO STRAIN In general terms, Strain is a geometric quantity that measures the deformation of a body. There are two types of strain: normal strain: characterizes dimensional changes,

More information

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A SET - 1 II B. Tech I Semester Regular Examinations, Jan - 2015 MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) Time: 3 hours Max. Marks: 70 Note: 1. Question Paper consists of two parts (Part-A and Part-B)

More information

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM - 613 403 - THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Sub : Strength of Materials Year / Sem: II / III Sub Code : MEB 310

More information

UNIT-I STRESS, STRAIN. 1. A Member A B C D is subjected to loading as shown in fig determine the total elongation. Take E= 2 x10 5 N/mm 2

UNIT-I STRESS, STRAIN. 1. A Member A B C D is subjected to loading as shown in fig determine the total elongation. Take E= 2 x10 5 N/mm 2 UNIT-I STRESS, STRAIN 1. A Member A B C D is subjected to loading as shown in fig determine the total elongation. Take E= 2 x10 5 N/mm 2 Young s modulus E= 2 x10 5 N/mm 2 Area1=900mm 2 Area2=400mm 2 Area3=625mm

More information

Strength of Material. Shear Strain. Dr. Attaullah Shah

Strength of Material. Shear Strain. Dr. Attaullah Shah Strength of Material Shear Strain Dr. Attaullah Shah Shear Strain TRIAXIAL DEFORMATION Poisson's Ratio Relationship Between E, G, and ν BIAXIAL DEFORMATION Bulk Modulus of Elasticity or Modulus of Volume

More information

2/28/2006 Statics ( F.Robilliard) 1

2/28/2006 Statics ( F.Robilliard) 1 2/28/2006 Statics (.Robilliard) 1 Extended Bodies: In our discussion so far, we have considered essentially only point masses, under the action of forces. We now broaden our considerations to extended

More information

, causing the length to increase to l 1 R U M. L Q P l 2 l 1

, causing the length to increase to l 1 R U M. L Q P l 2 l 1 1 1 Which of the following correctly defines the terms stress, strain and oung modulus? stress strain oung modulus (force) x (area) (extension) x (original length) (stress) / (strain) (force) x (area)

More information

The University of Melbourne Engineering Mechanics

The University of Melbourne Engineering Mechanics The University of Melbourne 436-291 Engineering Mechanics Tutorial Four Poisson s Ratio and Axial Loading Part A (Introductory) 1. (Problem 9-22 from Hibbeler - Statics and Mechanics of Materials) A short

More information

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics Page1 PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [2910601] Introduction, Fundamentals of Statics 1. Differentiate between Scalar and Vector quantity. Write S.I.

More information

Static Equilibrium; Elasticity & Fracture

Static Equilibrium; Elasticity & Fracture Static Equilibrium; Elasticity & Fracture The Conditions for Equilibrium Statics is concerned with the calculation of the forces acting on and within structures that are in equilibrium. An object with

More information

X has a higher value of the Young modulus. Y has a lower maximum tensile stress than X

X has a higher value of the Young modulus. Y has a lower maximum tensile stress than X Bulk Properties of Solids Old Exam Questions Q1. The diagram shows how the stress varies with strain for metal specimens X and Y which are different. Both specimens were stretched until they broke. Which

More information

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A DEPARTMENT: CIVIL SUBJECT CODE: CE2201 QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State

More information

Direct and Shear Stress

Direct and Shear Stress Direct and Shear Stress 1 Direct & Shear Stress When a body is pulled by a tensile force or crushed by a compressive force, the loading is said to be direct. Direct stresses are also found to arise when

More information

Tangential or Shearing

Tangential or Shearing UNIT-II PROPERTIES OF MATTER INTRODUCTION Elasticity is a branch of Physics which deals with the elastic property of materials. When an external force is applied to a body, there will be some change in

More information

Strain Gages. Approximate Elastic Constants (from University Physics, Sears Zemansky, and Young, Reading, MA, 1979

Strain Gages. Approximate Elastic Constants (from University Physics, Sears Zemansky, and Young, Reading, MA, 1979 Material Strain Gages Approximate Elastic Constants (from University Physics, Sears Zemansky, and Young, Reading, MA, 1979 Young's Modulus, Y Shear Modulus, S Bulk Modulus, B Poisson's Ratio 10 11 N/m

More information

(1) Brass, an alloy of copper and zinc, consists of 70% by volume of copper and 30% by volume of zinc.

(1) Brass, an alloy of copper and zinc, consists of 70% by volume of copper and 30% by volume of zinc. PhysicsAndMathsTutor.com 1 Q1. (a) Define the density of a material....... (1) (b) Brass, an alloy of copper and zinc, consists of 70% by volume of copper and 30% by volume of zinc. density of copper =

More information

UNIT I SIMPLE STRESSES AND STRAINS

UNIT I SIMPLE STRESSES AND STRAINS Subject with Code : SM-1(15A01303) Year & Sem: II-B.Tech & I-Sem SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) UNIT I SIMPLE STRESSES

More information

STRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains

STRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains STRENGTH OF MATERIALS-I Unit-1 Simple stresses and strains 1. What is the Principle of surveying 2. Define Magnetic, True & Arbitrary Meridians. 3. Mention different types of chains 4. Differentiate between

More information

Tensile stress strain curves for different materials. Shows in figure below

Tensile stress strain curves for different materials. Shows in figure below Tensile stress strain curves for different materials. Shows in figure below Furthermore, the modulus of elasticity of several materials effected by increasing temperature, as is shown in Figure Asst. Lecturer

More information

Solid Mechanics Homework Answers

Solid Mechanics Homework Answers Name: Date: Solid Mechanics Homework nswers Please show all of your work, including which equations you are using, and circle your final answer. Be sure to include the units in your answers. 1. The yield

More information

Which expression gives the elastic energy stored in the stretched wire?

Which expression gives the elastic energy stored in the stretched wire? 1 wire of length L and cross-sectional area is stretched a distance e by a tensile force. The Young modulus of the material of the wire is E. Which expression gives the elastic energy stored in the stretched

More information

STANDARD SAMPLE. Reduced section " Diameter. Diameter. 2" Gauge length. Radius

STANDARD SAMPLE. Reduced section  Diameter. Diameter. 2 Gauge length. Radius MATERIAL PROPERTIES TENSILE MEASUREMENT F l l 0 A 0 F STANDARD SAMPLE Reduced section 2 " 1 4 0.505" Diameter 3 4 " Diameter 2" Gauge length 3 8 " Radius TYPICAL APPARATUS Load cell Extensometer Specimen

More information

2012 MECHANICS OF SOLIDS

2012 MECHANICS OF SOLIDS R10 SET - 1 II B.Tech II Semester, Regular Examinations, April 2012 MECHANICS OF SOLIDS (Com. to ME, AME, MM) Time: 3 hours Max. Marks: 75 Answer any FIVE Questions All Questions carry Equal Marks ~~~~~~~~~~~~~~~~~~~~~~

More information

Get Solution of These Packages & Learn by Video Tutorials on EXERCISE-1

Get Solution of These Packages & Learn by Video Tutorials on  EXERCISE-1 Get Solution of These Packages & Learn by Video Tutorials on www.mathsbysuhag.com EXERCISE-1 SECTION (A) : ELASTIC BEHAVIOUR LONGITUDINAL L STRESS, YOUNG Y MODULUS US A 1. Why are springs made of steel

More information

SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA

SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA (Declared as Deemed-to-be University under Section 3 of the UGC Act, 1956, Vide notification No.F.9.9/92-U-3 dated 26 th May 1993 of the Govt. of

More information

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS Name :. Roll No. :..... Invigilator s Signature :.. 2011 SOLID MECHANICS Time Allotted : 3 Hours Full Marks : 70 The figures in the margin indicate full marks. Candidates are required to give their answers

More information

Objectives: After completion of this module, you should be able to:

Objectives: After completion of this module, you should be able to: Chapter 12 Objectives: After completion of this module, you should be able to: Demonstrate your understanding of elasticity, elastic limit, stress, strain, and ultimate strength. Write and apply formulas

More information

The problem of transmitting a torque or rotary motion from one plane to another is frequently encountered in machine design.

The problem of transmitting a torque or rotary motion from one plane to another is frequently encountered in machine design. CHAPER ORSION ORSION orsion refers to the twisting of a structural member when it is loaded by moments/torques that produce rotation about the longitudinal axis of the member he problem of transmitting

More information

STATICALLY INDETERMINATE STRUCTURES

STATICALLY INDETERMINATE STRUCTURES STATICALLY INDETERMINATE STRUCTURES INTRODUCTION Generally the trusses are supported on (i) a hinged support and (ii) a roller support. The reaction components of a hinged support are two (in horizontal

More information

UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation.

UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation. UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation. At the same time the body resists deformation. The magnitude

More information

Members Subjected to Torsional Loads

Members Subjected to Torsional Loads Members Subjected to Torsional Loads Torsion of circular shafts Definition of Torsion: Consider a shaft rigidly clamped at one end and twisted at the other end by a torque T = F.d applied in a plane perpendicular

More information

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV UNIT I STRESS, STRAIN DEFORMATION OF SOLIDS PART A (2 MARKS)

More information

ME Final Exam. PROBLEM NO. 4 Part A (2 points max.) M (x) y. z (neutral axis) beam cross-sec+on. 20 kip ft. 0.2 ft. 10 ft. 0.1 ft.

ME Final Exam. PROBLEM NO. 4 Part A (2 points max.) M (x) y. z (neutral axis) beam cross-sec+on. 20 kip ft. 0.2 ft. 10 ft. 0.1 ft. ME 323 - Final Exam Name December 15, 2015 Instructor (circle) PROEM NO. 4 Part A (2 points max.) Krousgrill 11:30AM-12:20PM Ghosh 2:30-3:20PM Gonzalez 12:30-1:20PM Zhao 4:30-5:20PM M (x) y 20 kip ft 0.2

More information

1 of 5 5/4/2016 5:14 AM Physics Problem Set 6 due Mon. May 9 by 6pm (8983576) Question 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1. Question Details OSColPhys1 5.P.047.WA. [2613400] Cable A has a radius of 3.48

More information

Solution Only gravity is doing work. Since gravity is a conservative force mechanical energy is conserved:

Solution Only gravity is doing work. Since gravity is a conservative force mechanical energy is conserved: 8) roller coaster starts with a speed of 8.0 m/s at a point 45 m above the bottom of a dip (see figure). Neglecting friction, what will be the speed of the roller coaster at the top of the next slope,

More information

Physics 3 Summer 1989 Lab 7 - Elasticity

Physics 3 Summer 1989 Lab 7 - Elasticity Physics 3 Summer 1989 Lab 7 - Elasticity Theory All materials deform to some extent when subjected to a stress (a force per unit area). Elastic materials have internal forces which restore the size and

More information

Engineering Science OUTCOME 1 - TUTORIAL 4 COLUMNS

Engineering Science OUTCOME 1 - TUTORIAL 4 COLUMNS Unit 2: Unit code: QCF Level: Credit value: 15 Engineering Science L/601/10 OUTCOME 1 - TUTORIAL COLUMNS 1. Be able to determine the behavioural characteristics of elements of static engineering systems

More information

EQUILIBRIUM and ELASTICITY

EQUILIBRIUM and ELASTICITY PH 221-1D Spring 2013 EQUILIBRIUM and ELASTICITY Lectures 30-32 Chapter 12 (Halliday/Resnick/Walker, Fundamentals of Physics 9 th edition) 1 Chapter 12 Equilibrium and Elasticity In this chapter we will

More information

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5 COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5 TIME SCHEDULE MODULE TOPICS PERIODS 1 Simple stresses

More information

(48) CHAPTER 3: TORSION

(48) CHAPTER 3: TORSION (48) CHAPTER 3: TORSION Introduction: In this chapter structural members and machine parts that are in torsion will be considered. More specifically, you will analyze the stresses and strains in members

More information

Torsion Stresses in Tubes and Rods

Torsion Stresses in Tubes and Rods Torsion Stresses in Tubes and Rods This initial analysis is valid only for a restricted range of problem for which the assumptions are: Rod is initially straight. Rod twists without bending. Material is

More information

Strain Gages. Approximate Elastic Constants (from University Physics, Sears Zemansky, and Young, Reading, MA, Shear Modulus, (S) N/m 2

Strain Gages. Approximate Elastic Constants (from University Physics, Sears Zemansky, and Young, Reading, MA, Shear Modulus, (S) N/m 2 When you bend a piece of metal, the Strain Gages Approximate Elastic Constants (from University Physics, Sears Zemansky, and Young, Reading, MA, 1979 Material Young's Modulus, (E) 10 11 N/m 2 Shear Modulus,

More information

Sample Question Paper

Sample Question Paper Scheme I Sample Question Paper Program Name : Mechanical Engineering Program Group Program Code : AE/ME/PG/PT/FG Semester : Third Course Title : Strength of Materials Marks : 70 Time: 3 Hrs. Instructions:

More information

Static Equilibrium and Elasticity. Luis Anchordoqui

Static Equilibrium and Elasticity. Luis Anchordoqui Static Equilibrium and Elasticity The Conditions for Equilibrium An object with forces acting on it, but that is not moving, is said to be in equilibrium. The Conditions for Equilibrium (cont d) The first

More information

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21 [7] Torsion Page 1 of 21 [7] Torsion [7.1] Torsion [7.2] Statically Indeterminate Torsion [7] Torsion Page 2 of 21 [7.1] Torsion SHEAR STRAIN DUE TO TORSION 1) A shaft with a circular cross section is

More information

Chapter 12 Static Equilibrium; Elasticity and Fracture

Chapter 12 Static Equilibrium; Elasticity and Fracture 2009 Pearson Education, Inc. This work is protected by United States copyright laws and is provided solely for the use of instructors in teaching their courses and assessing student learning. Dissemination

More information

Chapter 10. Solids & Liquids

Chapter 10. Solids & Liquids Chapter 10 Solids & Liquids Next 6 chapters use all the concepts developed in the first 9 chapters, recasting them into a form ready to apply to specific physical systems. 10.1 Phases of Matter, Mass Density

More information

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 Samantha Ramirez TENSION AND COMPRESSION TESTS Tension and compression tests are used primarily to determine the relationship between σ avg and ε avg in any material.

More information

1 (a) On the axes of Fig. 7.1, sketch a stress against strain graph for a typical ductile material. stress. strain. Fig. 7.1 [2]

1 (a) On the axes of Fig. 7.1, sketch a stress against strain graph for a typical ductile material. stress. strain. Fig. 7.1 [2] 1 (a) On the axes of Fig. 7.1, sketch a stress against strain graph for a typical ductile material. stress strain Fig. 7.1 [2] (b) Circle from the list below a material that is ductile. jelly c amic gl

More information

Page 2. What is the main purpose of the steel core? To force more current into the outer sheath.

Page 2. What is the main purpose of the steel core? To force more current into the outer sheath. Q1.The overhead cables used to transmit electrical power by the National Grid usually consist of a central core of steel cables surrounded by a sheath of cables of low resistivity material, such as aluminium.

More information

Structural Analysis I Chapter 4 - Torsion TORSION

Structural Analysis I Chapter 4 - Torsion TORSION ORSION orsional stress results from the action of torsional or twisting moments acting about the longitudinal axis of a shaft. he effect of the application of a torsional moment, combined with appropriate

More information

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland Agricultural Science 1B Principles & Processes in Agriculture Mike Wheatland (m.wheatland@physics.usyd.edu.au) Outline - Lectures weeks 9-12 Chapter 6: Balance in nature - description of energy balance

More information

Only for Reference Page 1 of 18

Only for Reference  Page 1 of 18 Only for Reference www.civilpddc2013.weebly.com Page 1 of 18 Seat No.: Enrolment No. GUJARAT TECHNOLOGICAL UNIVERSITY PDDC - SEMESTER II EXAMINATION WINTER 2013 Subject Code: X20603 Date: 26-12-2013 Subject

More information