Devil physics The baddest class on campus IB Physics Pre-IB Physics

Slides:



Advertisements
Similar presentations
Chap.8 Mechanical Behavior of Composite
Advertisements

FRAMEDSTRUCTURE Members: Soriana Álvarez #C Teresa Tam #C Ainara Ricchiutti #C
Solutions for Prestressed Reinforced Concrete Structures
2.2 STRUCTURAL ELEMENT BEAM
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
Chp12- Footings.
Lecture 9 - Flexure June 20, 2003 CVEN 444.
Advanced Flexure Design COMPOSITE BEAM THEORY SLIDES
T6. DESIGN OF REINFORCED CONCRETE BEAM Reinforced concrete framed building T6. Design of reinforced concrete beam page 1. Alaprajz Floor plan Beam: linear.
Structural Components
Reinforced Concrete Flexural Members
Masonry Design. 2 MASONRY WALLS CONSTRUCTION TYPE Single Wythe Cavity Prefabricated Barrier Masonry Veneer Masonry Bonded Hollow Wall.
Beams Extremely common structural element
Conditions of Equilibrium In order for a rigid body to be considered to be in equilibrium, there must be no change in the either the linear or the angular.
Structure Strength Lecturer: Professor Stephen T. Thornton.
Stresses Found In Structural Members. Forces Acting Simply Supported Beam 1.Bending.
CIA Biennial Conference Melbourne October 2005 High Performance Concrete in Bridge Decks Opportunities for Innovation.
SHEAR IN BEAMS. SHEAR IN BEAMS Introduction Loads applied to beams produce bending moments, shearing forces, as shown, and in some cases torques. Beams.
Chapter 9 Static Equilibrium; Elasticity and Fracture
Design Example The 10” TH. wall system shown in the figure below is to be checked for a service gravity load of 3 Kips/ft and a lateral load of 25 Kips,
BEAMS AND COLUMNS.
STRUCTURE By Simonnett Rosenberg Gabriela Di Lorenzo.
BEAMS AND COLUMNS PRESENTED BY K.ROSHIN RUKSHANA.
Unit V Lecturer11 LECTURE-I  Introduction  Some important definitions  Stress-strain relation for different engineering materials.
Bridge Design to AS 5100 Sydney May 25th 2005 Using High Strength Concrete with AS 5100 opportunities and restrictions.
BEHAVIOUR OF MATERIALS
STRUCTURES Outcome 3 Gary Plimer 2008 MUSSELBURGH GRAMMAR SCHOOL.
Static Equilibrium; Elasticity and Fracture
ENT 153 TUTORIAL 1.
Copyright © 2009 Pearson Education, Inc. An object with forces acting on it, but with zero net force, is said to be in equilibrium. The Conditions for.
1 Foundations and retaining walls.
Static Equilibrium and Elasticity
6- Calculation of shear stress at composite interface: A)Under service load: Strain and stress distributions across composite beam cross- section, under.
BEAMS: Beams are structural members that can carry transverse loads which produce bending moments & shear force. Girders: Main load carrying members into.
POST AND LINTEL SYSTEM Alba López Odelis Lozada María Celina Val.
Beam Design Beams are designed to safely support the design loads.
1 MFGT 104 Materials and Quality Compression, Shear, Flexural, Impact Testing Professor Joe Greene CSU, CHICO.
Civil Engineering Science Concepts. Forces Static forces act on objects at rest. Compression forces shorten objects. These forces push structures. Tension.
UNIT-2.
By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. Reinforced Concrete Design-6 Shear Design of Beams.
Advanced Physics Chapter 9—Bodies in Equilibrium.
Chapter 2 Macromechanical Analysis of a Lamina Maximum Stress Failure Theory Dr. Autar Kaw Department of Mechanical Engineering University of South Florida,
Chapter 12 Lecture 22: Static Equilibrium and Elasticity: II.
AR362 - Structural Systems In Architecture IV Lecture : Foundations
Structural Technology Foundations of Technology Standard 20: Students will develop an understanding of and be able to select and use construction technologies.
EAS 453 Pre-stressed Concrete Design Stress Limit of Pre-stressed Concrete 1Dr. NORAZURA MUHAMAD BUNNORI (PhD), USM.
Post and Lintel University Simón Bolívar English 2 Francis Martínez
Introduction Bridge members must be able to carry the loads applied to them. This presentation considers: how loads are applied to members how bridge.
Visit for more Learning Resources
Stress – Strain Relationships Credit: Modified from:
DEPARTMENT OF MECHANICAL AND MANUFACTURING ENGINEERING
Chapter 9 Static Equilibrium; Elasticity and Fracture
Prepared BY- Parth Chauhan
Horizontal Shear Stress in Beam
SeminAR ON LINTELS --SANTHOSHKUMAR.M..,.
1.6 Allowable Stress Allowable Load < Failure Load
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
Basics of Bridges Basic bridge types Beam bridge Arch bridge
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Units of Chapter 9 The Conditions for Equilibrium
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg.
Reinforced Concrete Design-6
9-6 Elasticity; Stress and Strain
LECTURE-I Introduction Some important definitions
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
Chapter 3 Architecture.
ASSESSEMENT AND REHABILITATION OF STRUCTURES
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
BUILDING CONSTRUCTION
Presentation transcript:

Devil physics The baddest class on campus IB Physics Pre-IB Physics

Lsn 9-7: Fracture Lsn 9-8: Spanning A space: Arches and Domes

Objectives Know the meaning of the terms ultimate tensile strength, ultimate compressive strength, and ultimate shear strength. Apply given safety factors to determine a not to exceed force per unit area. Explain how reinforced concrete and prestressed concrete are made.

Objectives For a given situation, determine the unit area required to support a maximum allowable force with a given safety factor. Describe how a post-and-lintel opening is made. Explain why an arched opening can support more weight than a post-and-lintel opening. Describe the relationship between an arch and a dome.

Ultimate Strength (F/A) Ultimate strength is the maximum force per cross-sectional area that a material can withstand before breaking Table 9-2 [Maximum] Tensile Strength [Maximum] Compressive Strength [Maximum] Shear Strength Different values for each type of stress

Ultimate Strength (F/A) Ultimate strength is F/A

Ultimate Strength (F/A) Ultimate strength is F/A

Safety Factor If the ultimate strength is the maximum a material can withstand, you want to design a structure so that the maximum anticipated load is something less than the maximum We do this by applying a safety factor

Safety Factor We do this by dividing the ultimate strength by the safety factor This allows us to find maximum force for a given cross-sectional area Or minimum area for a given force

Making Concrete Stronger Concrete is extremely strong in compression, but weak in tension Reinforced concrete – embedding iron rods to increase tensile and shear strength Pre-stressed concrete – applying a tensile stress to iron rods or mesh when the concrete is poured around them giving the concrete a pre-set tensile load which allows them to withstand a higher compressive load

Arches and Domes In a post and lintel entryway, all of the structure’s weight above the entryway is supported by sheer stress in the lintel and compressive stress in the posts.

Arches and Domes Because an arch is at an angle to the weight, the normal force counteracting the weight will have x- and y-components FN

Arches and Domes The x-component of the normal force is transmitted to the walls next to the archway. The shear stress in both x- and y- directions are distributed over a wider cross-sectional area FN

Arches and Domes Therefore, an arch can support a great deal more weight than a post and lintel made of the same material and same cross-sectional area. FN

Arches and Domes Also, the greater the height-to-width ratio, the greater the supporting capacity because more weight is transferred to the walls and greater cross-sectional are to handle the shear stress.

Arches and Domes A dome is an arch that is rotated 360º and provides the same support properties as an arch Do the reading activity to gain better understanding and to appreciate the historical and architectural significance of arches and domes

Let’s do some homework problems

Objectives Know the meaning of the terms ultimate tensile strength, ultimate compressive strength, and ultimate shear strength. Apply given safety factors to determine a not to exceed force per unit area. Explain how reinforced concrete and prestressed concrete are made.

Objectives For a given situation, determine the unit area required to support a maximum allowable force with a given safety factor. Describe how a post-and-lintel opening is made. Explain why an arched opening can support more weight than a post-and-lintel opening. Describe the relationship between an arch and a dome.

Questions?

Homework #55-62 (#63 is for brilliant students only)