ES2501: Statics/Unit 23-1: Internal Forces in Beams: More Examples

Slides:



Advertisements
Similar presentations
SHEAR FORCE & BENDING MOMENT
Advertisements

CONCURRENT FORCES & FORCE DIAGRAMS  A Concurrent Force System, is a force system where all forces start from the same point. 100N 200N  TERMS:  Resultant,
Deflection of Indeterminate Structure Session Matakuliah: S0725 – Analisa Struktur Tahun: 2009.
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.
ME221Lecture #301 ME 221 Statics Lecture #30 Sections 6.6 – 6.7 & Exam 3 Review.
EGR 280 Mechanics 4 – Analysis of Structures Trusses.
ENGR 220 Section 6.1~6.2 BENDING.
INTERNAL FORCES (Section 7.1)
Approximate Analysis of Statically Indeterminate Structures
Professor Joe Greene CSU, CHICO
BEAMS SHEAR AND MOMENT.
Chapter 3 Equilibrium of Coplanar Force Systems
Beam Analysis Civil Engineering and Architecture
Engineering Mechanics: Statics
Beam Analysis Civil Engineering and Architecture
Structure Analysis I. Lecture 13 Cables & Arches Ch.5 in text book.
MECHANICS OF MATERIALS 7th Edition
Shear Forces and Bending Moments in Beams
7.2 Shear and Moment Equations and Diagrams
Beams, Shear Force & Bending Moment Diagrams
CIVL3310 STRUCTURAL ANALYSIS
Copyright © 2010 Pearson Education South Asia Pte Ltd
Beams and Deflections Zach Gutzmer, EIT
The Finite Element Method
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,
Analysis of Beams and Frames Theory of Structure - I.
ENT 153 TUTORIAL 1.
Engineering Mechanics: Statics
Problem 4-a P The semicircular rod ABCD is a
Main Steps of Beam Bending Analysis Step 1 – Find Reactions at External Supports –Free Body Diagram (FBD) of Entire Beam –Equations of Force and Moment.
Axial Force Definition: Force which is parallel to the longitudinal axis of the member.
D C B A aaa  30 o P Problem 4-e Rod AD supports a vertical load P and is attached to collars B and C, which may slide freely on the rods shown. Knowing.
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
ES2501: Introduction to Static Systems (2004E) Quiz #5
Deform -  What it means to change shape.
ES2501: Statics/Unit 14-1: Equilibrium of Rigid Bodies: 2D Problems
Chapter 6 Section 3,4 Bending Deformation, Strain and Stress in Beams
Truss/ Frame Truss/ Frame: A pin jointed frame is a structure made of slender (cross-sectional dimensions quite small compared to length) members pin connected.
ES2501: Statics/Unit 16-1: Truss Analysis: the Method of Joints
Week 2 Experimentation TS Term 2.
Equilibrium of Coplanar- Concurrent force systems
ES2501: Statics/Unit 20-1: Internal Forces in Beams
INTERNAL FORCES AND FORCES IN BEAMS
STATICS (ENGINEERING MECHANICS-I)
Chapter No. 04 Equilibrium
Arches Theory of Structure - I.
Statically Determine of Beams and Frames
Structure Analysis I Eng. Tamer Eshtawi.
Problem-1 A two member frame is supported by the two pin supports at A and D as shown. The beam AB is subjected to a load of 4 kN at its free end. Draw.
TUTORIAL 2.
Equilibrium Of a Rigid Body.
Equilibrium Of a Rigid Body.
Equilibrium Of a Rigid Body.
TUTORIAL 3.
Equilibrium Of a Rigid Body.
Forces, Moment, Equilibrium and Trusses
Internal Forces.
What is a beam? Structural member that supports a load
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Structure I Course Code: ARCH 208
Statics Course Code: CIVL211 Dr. Aeid A. Abdulrazeg
Equilibrium Of a Rigid Body.
TUTORIAL 2.
Engineering Mechanics: Statics
TUTORIAL 2.
Structure Analysis I Eng. Tamer Eshtawi.
Analysis of Perfect Frames (Graphical Method)
Chapter 12 Support Reactions. Chapter 12 Support Reactions.
Lecture # 23 & 24 Compound Stress Objective:-
Presentation transcript:

ES2501: Statics/Unit 23-1: Internal Forces in Beams: More Examples Example: Curve Beams ----- the axis of the beam is not a straight line A half-circle curved beam AB of radius of R is fixed at A and subjected to a vertical load of P downwards at B. Reactions at A: Position of a cross-section Internal Forces at

ES2501: Statics/Unit 23-2: Internal Forces in Beams: More Examples Example: Curve Beams ----- the axis of the beam is not a straight line A half-circle curved beam AB of radius of R is fixed at A and subjected to a vertical load of P downwards at B. Internal Forces at Position of a cross-section Graphical Representation M-Diagram N-Diagram V-Diagram

ES2501: Statics/Unit 23-3: Internal Forces in Beams: More Examples Example: Internal forces in a Frame Pin-connected at B Action and Reactions Support Reactions Two-force member 6 eqs for 6 unknowns

ES2501: Statics/Unit 24-4: Internal Forces in Beams: More Examples Example: Internal forces in a Frame Any section between E and G Pin-connected at B Any section between A and D Any section between D and E Any section between E and G

ES2501: Statics/Unit 25-5: Internal Forces in Beams: More Examples Example: Internal forces in a Frame Summary of Results Pin-connected at B N-Diagram Continuity at Corners V-Diagram M-Diagram hinge P applies P applies

ES2501: Statics/Unit 23-6: Internal Forces in Beams: More Examples Example: Internal forces in a Frame Action and Reactions Pin-connected at B Support Reactions 6 eqs for 6 unknowns

ES2501: Statics/Unit 23-7: Internal Forces in Beams: More Examples Example: Internal forces in a Frame Pin-connected at B The same results but simpler procedure Internal forces at D

ES2501: Statics/Unit 23-8: Internal Forces in Beams: More Examples Example: Internal forces in a Frame Pin-connected at B Internal forces at E