Statics - Review Important Principles of Statics used in Mechanics of Materials External Forces (or Loads) Concentrated Force – applied to a point on a.

Slides:



Advertisements
Similar presentations
Definition I. Beams 1. Definition
Advertisements

FE Review Statics Spring 2013.
Force and Motion Force Newton’s First Law Newton’s Second Law Newton’s Third Law Gravitational Force Weight Normal Force pps by C Gliniewicz.
EQUILIBRIUM OF RIGID BODIES IN TWO DIMENSIONS
Physics Montwood High School R. Casao
Instructor: Bob Michael, P.E.
Equilibrium Equilibrium refers to a condition in which an object is at rest originally at rest (static equilibrium) or has a constant velocity if originaly.
CTC / MTC 222 Strength of Materials
Homework 3-1 A 35 kg ladder of length L rests against a vertical wall and is inclined at 60° to the horizontal. The coefficient of friction between the.
ME221Lecture #381 ME 221 Statics Lecture #38 Final Exam Review.
ME221Lecture #161 ME 221 Statics Lecture #16 Sections 6.6 – 6.7 Final Exam Review.
ME221Lecture #371 ME 221 Statics Lecture #37 Final Exam Review.
ME221Lecture 111 ME 221 Statics Lecture #11 Sections 5.1 – 5.5.
ENGR 225 Section
ME221Lecture #371 ME 221 Statics Lecture #37 Final Exam Review.
REVIEW Final Exam Review_Final Exam.
FE/Graduate Seminar Review Notes
Chapter 3 Equilibrium of Coplanar Force Systems
Beam Analysis Civil Engineering and Architecture
Chapter 1 Stress.
Engineering Mechanics: Statics
Chapter 6 Structural Analysis Section 6.6 FRAMES AND MACHINES
Beam Analysis Civil Engineering and Architecture
MECHANICS OF MATERIALS 7th Edition
Summer 2005COE 2001 Statics1 COE2001 Review Material Basic equilibrium equations are from Physics I –Reinforce fundamental understanding of force & moments.
Chapter 4: Equilibrium Equilibrium means balance of forces to prevent body from translating, and balance of moments to prevent body from rotating. Vector.
Plane Motion of Rigid Bodies: Forces and Accelerations
CE 329 Structural Analysis
Copyright Kaplan AEC Education, 2005 Statics Outline Overview STATICS, p. 119 INTRODUCTORY CONCEPTS IN MECHANICS, p. 120 Newton’s Laws of Motion Newton’s.
Rigid Bodies II: Equilibrium
CE 329 Structural Analysis Spring Objectives ― General List Course Objectives Describe Topical Coverage for Class Provide the Formula for Computing.
Lecture #4 Equilibrium of a Particle and Intro to Free Body Diagram (ref: Chapter 3.1, 3.2) ΣFx = 0 ΣFy = 0 ΣFz = 0 Required for Static Equilibrium!! R.
Engineering Mechanics: Statics
Chapter 9: Rotational Dynamics
CE Statics Chapter 5 – Lecture 1. EQUILIBRIUM OF A RIGID BODY The body shown is subjected to forces F1, F2, F3 and F4. For the body to be in equilibrium,
Copyright © 2010 Pearson Education South Asia Pte Ltd
Chapter 1: Stress Review important principles of statics
6.5 Space Trusses A space truss consists of members joined together at their ends to form a stable 3D structure The simplest space truss is a tetrahedron,
5.3 Equations of Equilibrium
Equilibrium of a Rigid Body 5 Engineering Mechanics: Statics in SI Units, 12e Copyright © 2010 Pearson Education South Asia Pte Ltd.
Engineering Mechanics: Statics
Slide #: 1 Chapter 4 Equilibrium of Rigid Bodies.
Overview of Mechanical Engineering for Non-MEs Part 2: Mechanics of Materials 6 Introduction – Concept of Stress.
Statics, Fourteenth Edition R.C. Hibbeler Copyright ©2016 by Pearson Education, Inc. All rights reserved. In-Class Activities: Check Homework Reading Quiz.
Simple trusses A truss structure is composed of slender members joined together at their end points A truss structure is composed of slender members joined.
Static Analysis Static Analysis, Internal Forces, Stresses: Normal and Shear 1.
Principle of Engineering ENG2301 F Mechanics Section F Textbook: F A Foundation Course in Statics and Dynamics F Addison Wesley Longman 1997.
E NGINEERING M ECHANICS Q UIZ. Question - 1 If the resultant of the given force system is a couple, the magnitude of force P is (a) 10 N (b) 10√5 (c)
ME 201 Engineering Mechanics: Statics
Procedure for drawing a free-body diagram - 2-D force systems Imagine the body to be isolated or cut “free” from its constraints and connections, draw.
Lecture 1 Stress 16 July 2007 ENT 450 Mechanics of Materials Dr. Haftirman 1 ENT 450 MECHANICS OF MATERIALS (MoM) RC. Hibbler Lecture: DR. HAFTIRMAN Teaching.
MEC 0011 Statics Lecture 4 Prof. Sanghee Kim Fall_ 2012.
EQUILIBRIUM OF RIGID BODIES
Equilibrium of Rigid Bodies
Equilibrium of Rigid Bodies
Concept of Stress.
Force and Moment Vectors
STATICS (ENGINEERING MECHANICS-I)
STATICS (ENGINEERING MECHANICS-I)
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
STATICS (ENGINEERING MECHANICS-I)
Equilibrium of Rigid Bodies
Equilibrium of Rigid Bodies
Chapter Objectives Chapter Outline Rigid body diagram FBD and RBD
Chapter Objectives Chapter Outline To find forces in Truss by
Chapter 5 Torsion.
Equilibrium Of a Rigid Body.
Equilibrium Of a Rigid Body.
Concept of Stress.
Equilibrium of Rigid Bodies
Presentation transcript:

Statics - Review Important Principles of Statics used in Mechanics of Materials External Forces (or Loads) Concentrated Force – applied to a point on a body Surface Force – bodies in contact over an area – can be idealized as a Concentrated Force Linear Distributed Load – surface load applied along a narrow area. If w(s) is the linear distributed load, then an equivalent resultant force F R can be determined. F R equals the area under the distributed loading curve and acts at the centroid or geometric center. Body Force ex: weight of a body acting at the body’s center of gravity Support Reactions ex: pinned support vs. fixed support

Equations of Equilibrium Balance of forces and moments – three dimensions Balance of forces and moments – coplanar case Draw Free-Body Diagrams (F.B.D.’s) to help determine forces & moments!

Example that shows a concentrated surface force of 1500 lb, a linear distributed force of 300 lb/ft, pinned connections, and simple supports. Draw the overall F.B.D. for the whole structure, and show the resultant force for the linear distributed load.

What would the overall F.B.D. look like if the wooden beam is embedded or fixed in the wall? When compared to the beam that is pinned to the wall, would the wooden beam deflect more or less if it is fixed in the wall?

Internal Resultant Forces Need to find resultant forces and moments acting within a body, which are necessary to hold the body together when it is subjected to external forces. Four types of resultant forces: Normal Force, N –acts perpendicular to a section through the body, and tends to push or pull on the body; Shear Force, V – acts in the plane of the section, and tends to cause segments of the body to try to slide over one another; Bending Moment, B – caused by external forces that tend to bend a body about an axis lying with the plane of the section; Torsional Moment or Torque, T – effect developed when external forces tend to twist one body segment with respect to another. Use the method of sections to determine the internal resultant forces and moments acting within a body.

What would the internal forces and moments look like at point G of the wooden beam? Draw a F.B.D. of segment AG.

(1) Basic Definitions (2) Force (3) Resolution of a Force (3-D) (4) Resultant (5) Moments (6) Equivalent Systems of Forces (Rigid Bodies) (7) Particle Equilibrium (8) Equilibrium of a Rigid Body Basic Equations Free-Body-Diagrams Supports and Corresponding Reactions Rigid Bodies Subjected to Concurrent Forces Determinacy Two and Three Force Members (9) Trusses Internal Determinacy of Trusses Simple Methods of Analysis for Trusses Method of Sections Method of Joints (10) Frames Solution Process (a) Find Reactions (b) Break Structure into Parts (c) Look for Two Force Members (d) Find Joint Reactions Internal Determinacy of Frames (11) Internal Forces and Moments in Multi- Force Members (12) Cables and Pulleys (13) Friction (14) Centroid of Lengths, Areas, Volumes (15) Center of Gravity of a Mass (16) Other Properties of Areas Moments of Inertia of an Area Parallel Axis Theorem Radius of Gyration of an Area Polar Moment of Inertia of an Area Product of Inertia of an Area Topical Outline from Prof. Estrada’s Review of Statics

A-Frame Problem Known:An A-Frame is subjected to a 400 N force. The A-Frame consists of three members, and is connected by two pins to a foundation (#1). Find: (a)Determine the reaction forces at E & A. (b)Draw accurate F.B.D.’s of members 2, 3, & 4. (c)Determine the magnitude and direction of all forces acting on members 2, 3, & 4.