Internal Force Diagrams in Beams Normal Force, Shear Force and

Slides:



Advertisements
Similar presentations
SHEAR FORCE & BENDING MOMENT
Advertisements

Chapter 6 Bending.
Analysis and Design of Beams for Bending
CHAPTER 6 BENDING.
Matrix Methods (Notes Only)
CTC / MTC 222 Strength of Materials
ENGR 220 Section 6.1~6.2 BENDING.
ME 221 Statics Lecture #14 Sections 7.1 – 7.4
Professor Joe Greene CSU, CHICO
ME221Lecture 251 ME 221 Statics Lecture #25 Sections 7.1 – 7.4.
ENGR 225 Section
ME221Lecture 151 ME 221 Statics Lecture #15a Sections
ME221Lecture 261 ME 221 Statics Lecture #26 Section 7.4.
BEAMS SHEAR AND MOMENT.
CHAPTER #3 SHEAR FORCE & BENDING MOMENT
Beam Analysis Civil Engineering and Architecture
8. SHEAR FORCE AND BENDING MOMENT
Engineering Mechanics: Statics
NAZARIN B. NORDIN What you will learn:
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:
7.2 Shear and Moment Equations and Diagrams
SHEAR AND BENDING MOMENT DIAGRAMS IN HORIZONTAL BEAMS WITH
Copyright © 2010 Pearson Education South Asia Pte Ltd
Analysis of Beams and Frames Theory of Structure - I.
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. To determine the loading on a body Draw a free body diagram indicating – external loads and moments – reaction loads and moments.
THE ANALYSIS OF BEAMS & FRAMES
7.3 Relations between Distributed Load, Shear and Moment
Chapter 5 Analysis and Design of Beams for Bending 
Bölüm 7 Çubuk ve Kablolarda Kuvvetler
Structure Analysis I. Lecture 7 Internal Loading Developed in Structural Members Ch.4 in text book.
Chapter 6: Bending.
MECHANICS OF MATERIALS Fourth Edition Ferdinand P. Beer E. Russell Johnston, Jr. John T. DeWolf Lecture Notes: J. Walt Oler Texas Tech University CHAPTER.
Analysis and Design of Beams for Bending
Shear force and bending moments in Beams
Eng Ship Structures 1 Hull Girder Response Analysis
Analysis and Design of Beams for Bending
SFD &BMD (POINT LOAD & UDL) By: Mechanical Mania.
Analysis and Design of Beams for Bending
Shear Force and Bending Moment Diagrams
GUIDED BY :- ANKIT PATEL
Solid Mechanics Course No. ME213.
shear force and bending moment diagram
*12.4 SLOPE & DISPLACEMENT BY THE MOMENT-AREA METHOD
9 Deflection of Beams.
Shear Force and Bending Moment Diagrams [SFD & BMD]
Chapter No. 04 Equilibrium
STATICS (ENGINEERING MECHANICS-I)
Statically Determine of Beams and Frames
SOLID MECHANICS II (BDA 3033) CHAPTER 2:
Chapter 7 FORCES IN BEAMS AND CABLES
STATICS (ENGINEERING MECHANICS-I)
Analysis and Design of Beams for Bending
Chapter 5 Torsion.
Unit 5 Mechanical Principles and Applications
Analysis and Design of Beams for Bending
CHAPTER 8 SHEAR FORCE & BENDING MOMENT
Internal Forces.
Examples.
What is a beam? Structural member that supports a load
Beam relationships Moment sign conventions: Deflection: ν
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Engineering Mechanics: Statics
CE Statics Chapter 7 – Lecture 3.
Various Types of Beam Loading and Support
Presentation transcript:

Internal Force Diagrams in Beams Normal Force, Shear Force and Moment Diagrams

Area Method for Drawing Internal Force Diagrams (A Graphical Method) Positive Sign Conventions Positive external distributed load Positive internal shear force Positive internal moment N N Positive internal normal force

Area Method for Drawing Internal Force Diagrams (A Graphical Method) Let’s consider a general loading condition of a simply supported beam shown below: From a distance x from the left-end, consider a beam portion of length Δx 3

Area Method for Drawing Internal Force Diagrams (A Graphical Method) On the left, the free body diagram of the beam segment of length delta-x is shown: By considering that the segment is in equilibrium, the following equations can be written: + (1) + (2) By dividing the both side of eq.’s (1) and (2) by Δx, taking the limit as Δx goes to zero, the following two very important eq.’s can be obtained. (3) (4) 4

Area Method for Drawing Internal Force Diagrams (A Graphical Method) Distributed for positive upward! These two equations can be used in drawing shear and moment diagrams. E Interpretation!!! Interpretation!

Area Method for Drawing Internal Force Diagrams (A Graphical Method) Equations (3) and (4) can also be written as follows: (3) (4) If we integrate both sides of these equations, we can get the followings: Change in shear force Area under the Distributed force Change in Moment diagram Area under the shear force diagram

Area Method for Drawing Internal Force Diagrams (A Graphical Method) nth degree (n+1)th degree Due to these integral relations: If w(x) is an nth degree function then V(x) (n+1)th degree M(x) (n+2)th degree functions. ΔM (n+2)th degree M

Area Method for Drawing Internal Force Diagrams (A Graphical Method) How would the external concentrated force and moments would affect the internal force diagrams: Concentrated external force Concentrated external moment If F is downward, shear force diagram would jump downward (in negative directions). In the reverse case, the diagram would jump upward (positive direction). Clockwise external moment Mo would make the moment diagram jump in positive direction (upward), in the reverse case, the diagram would change in negative direction (downward). 8

Area Method for Drawing Internal Force Diagrams (A Graphical Method) Example 1: Draw the shear force and moment diagrams of the fixed beam shown below: Let’s first start by finding the reaction forces

Expressions for the area method are given below: Example 1 (cont.’ed): Expressions for the area method are given below: ve Since there is no distributed force, the slope of the shear force diagram is zero. eğim = 0

By applying equation of equilibrium: Example 2: For the simply supported beam shown below, draw the shear and moment diagrams. First, the support reactions: By applying equation of equilibrium:

Example 2 (cont.’ed): By using the expressions obtained for the area method:

Example 3: Draw the shear and moment diagrams for the fixed beam shown below.

Diagrams V(x) = 4- 2x Tek bir kesit incelenerek, diyagramlara ait denklemler de bulunabilirdi. Dikkat edilirse azalan eğimle, momentin değeri pozitif doğrultuda artıyor!

Example 4: Draw the shear and moment diagrams for the fixed beam shown below.

Example 5: Draw the shear and moment diagrams for the over-hanging beam shown below.