REMINDERS HW#5 due Friday Feb 28 Read 4.5 for Friday 1.

Slides:



Advertisements
Similar presentations
BENDING MOMENTS AND SHEARING FORCES IN BEAMS
Advertisements

Consider a section x-x at a distance 6m from left hand support A
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Chapter 6 Bending.
Shear Force and Bending Moment
CHAPTER 6 BENDING.
CTC / MTC 222 Strength of Materials
ME221Lecture 281 ME 221 Statics Lecture #28 Section 7.4.
ENGR 225 Section Saint-Venant’s Principle When loading is applied at a point on a body, it tends to create a stress distribution that becomes.
ENGR 220 Section 6.1~6.2 BENDING.
Strength of Materials I EGCE201 กำลังวัสดุ 1
ME221Lecture 271 ME 221 Statics Lecture #27 Section 7.4.
ENGR 225 Section
Home Work #7 Due Date:29 April, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on single-side.
Beams Beams: Comparison with trusses, plates t
PROBLEM-1 State of stress at a point is represented by the element shown. Determine the state of stress at the point on another element orientated 30
Beams Shear & Moment Diagrams E. Evans 2/9/06. Beams Members that are slender and support loads applied perpendicular to their longitudinal axis. Span,
10 Pure Bending.
PROBLEM mm x y 800 mm P = 1500 N z y 50 mm 100 mm
Engineering Mechanics: Statics
Mechanics of Materials Goal:Load Deformation Factors that affect deformation of a structure P PPP Stress: intensity of internal force.
BENDING MOMENTS AND SHEARING FORCES IN BEAMS
Bending Shear and Moment Diagram, Graphical method to construct shear
Shear Forces & Bending Moments Shear & Moment Diagrams
Shear Forces and Bending Moments in Beams
Eng Ship Structures 1 Hull Girder Response Analysis
Moment Area Theorems: Theorem 1:
CTC / MTC 222 Strength of Materials
7.2 Shear and Moment Equations and Diagrams
Load and Stress Analysis
2015年10月19日8时40分 2015年10月19日8时40分 2015年10月19日8时40分 2015年10月19日8时40分 2015年10月19日8时40分 2015年10月19日8时40分 2015年10月19日8时40分 2015年10月19日8时40分 2015年10月19日8时40分.
UNIT - II Shear Force Diagrams and Bending Moment Diagrams Lecture Number -1 Prof. M. J. Naidu Mechanical Engineering Department Smt. Kashibai Navale College.
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Mechanics of Materials – MAE 243 (Section 002) Spring 2008
Shear and Moment Diagrams Today’s Objective: Students will be able to: 1.Derive shear and bending moment diagrams for a loaded beam using a) piecewise.
Forging new generations of engineers
Chapter 4 Pure Bending Pure Bending Engr. Othman A. Tayeh.
Unit-5. Torsion in Shafts and Buckling of Axially Loaded Columns Lecture Number-3 Mr. M.A.Mohite Mechanical Engineering S.I.T., Lonavala.
Structure Analysis I. Lecture 7 Internal Loading Developed in Structural Members Ch.4 in text book.
Chapter 4 Pure Bending Eng. Mahmoud AlQazzaz.
Beams - structural members supporting loads at various points along the member. Transverse loadings of beams are classified as concentrated loads or distributed.
Structural Drafting Shear stress in Bolts. Fastener Loads and Stresses Load:External force applied to a member. Stress: Internal force acting on a member.
Influence Line Diagrams-I
Shear force and bending moments in Beams
Eng Ship Structures 1 Hull Girder Response Analysis
Chapter 7 – Transverse Shear (aka Beam Shear Stress)
Shear Force and Bending Moment
Chapter 6 Section 3,4 Bending Deformation, Strain and Stress in Beams
Shear Stress in Beams Figure: 07-00CO.
shear force and bending moment diagram
Shear Force and Bending Moment
STATICS (ENGINEERING MECHANICS-I)
Statically Determine of Beams and Frames
STATICS (ENGINEERING MECHANICS-I)
Chapter 12 Equilibrium and Elasticity
Influence Line Diagrams-I
Chapter 12 Equilibrium and Elasticity
A New Force-Measuring Device
Internal Forces.
Examples.
Shear Force and Bending Moment
Introduction Classification of Beam Supports.
Structural Analysis II
Forging new generations of engineers
Chapter 12 Equilibrium and Elasticity
Chapter 12 Equilibrium and Elasticity
Lecture # 23 & 24 Compound Stress Objective:-
CE Statics Chapter 7 – Lecture 3.
Visit for more Learning Resources
Presentation transcript:

REMINDERS HW#5 due Friday Feb 28 Read 4.5 for Friday 1

LESSON 14 STRENGTH OF MATERIALS SECTIONS 4.3 – 4.4

TODAY’S LESSON WILL COVER: Shear Forces and Bending Moments Relationships between Loads, Shears and Bending Moments 3

SHEAR FORCES AND BENDING MOMENTS When a beam is loaded by forces and/or couple moments, stresses and strains are created throughout the interior of the beam—we’ll investigate these in Chapter 5 To determine these stresses and strains, we must determine the internal forces and moments This is done by “slicing” the beam and exposing the normal, shear and bending moments—as we saw in statics—then using E of E to find the exposed forces and moment 4

SIGN CONVENTIONS—STATICS VS. DEFORMATION In statics, sign was based on direction: Up and right was positive Down and left was negative CCW moment was positive, CW moment was negative 5

SIGN CONVENTIONS—STATICS VS. DEFORMATION For beam deformations, signs are based on how forces deform the beam Axial forces that elongate are positive, ones that compress are negative A shear force in a beam is positive if it acts clockwise against the material, and negative if CCW Positive bending moment compresses upper part of beam, negative bending moment compresses the bottom part of beam 6

SIGN CONVENTIONS 7 So, for forces (loads) and bending moments that cause deformations: Both are positive axial loads Both are negative axial loads Positive shear forces and bending moments Negative shear forces and bending moments

DEFORMATION SIGN CONVENTION, CON’T 8

TWO EXAMPLES… 9

EXAMPLE 2—YOUR TURN 10

CALCULATE THE SHEAR FORCE V AND BENDING MOMENT M AT A CROSS SECTION LOCATED 0.5 M FROM THE FIXED SUPPORT OF THE CANTILEVER BEAM AB SHOWN IN THE FIGURE. A.V = 7.00 kN; M = 9.5 kNm B.V = 4.00 kN; M = -9.5 kNm C.V = 1.5 kN; M = 13 kNm D.V = 7.0 kN; M = -9.5 kNm 300

RELATIONSHIPS BETWEEN LOADS, SHEAR FORCES AND BENDING MOMENTS To the board… 12

REMINDERS HW#5 due Friday Feb 28 Read 4.5 for Friday Next exam is a week from Friday, March 7, in Ball Hall 210 Sections 3.1 – 3.8, and all of chapter 4. 13

QUESTIONS? 14