CSA S16-09 Design of Steel Structures Canada
|
|
- Albert Matthews
- 7 years ago
- Views:
Transcription
1 CSA S16-09 Design of Steel Structures Canada Ed Whalen, P.Eng CISC President CSA S CSA Standard S16-09 Standard, Design of Steel Structures. Sets out minimum requirements used by engineers in the design of a broad range of steel structures in Canada. Published by the Canadian Standards Association in September It supersedes S Referenced by the National Building Code of Canada
2 CSA S16-09 Scope and Application 2 SCOPE AND APPLICATION S16-09 provides requirements for: Design Fabrication Erection of steel structures. CSA S16-09 Scope and Application 3 Requirements for steel structures such as: Bridges Offshore structures Cold-formed steel members are found in other CSAStandards. d 2
3 CSA S16-09 Historical Overview 4 Limit States Design Editions Metric Units 2009 S S S S16.1-M S16.1-M S16.1-M78 CSA S16-09 AISC vs CSA S CSA S16-09 Limit States Design only ANSI/AISC Load and Resistance Factor Design (LRFD) Allowable Stress Design (ASD) 3
4 CSA S16-09 Committee Philosophies 6 CSA S16-09 Public safety Steel competiveness Ease of design CSA S16-09 Technical Committee 7 CSA S16-14 (2014) Now on a 5 year cycle Steel racking has been added to this standard Committee is comprised of 30 members - General Interest - Producer Interest - Regulatory Authority - User Interest 6 Universities and 11 professors active 4
5 CSA S Advantages of CSA S16 - Committee fast moving quick to implement changes - Allows Canadian universities/professors to be engaged g Research Committee Member Assists in goal of students choosing structural steel - 5 year cycle - Considered relatively simple approach for designer - References other Canadian Standards as well as American where practical CISC Support to the Standard and Industry 9 CSA Handbook of Steel Construction - CSA S16 Standard - CISC Commentary on CSA S16 - Tables and guidance for Connections and Tension Members - Tables and guidance for Compression Members - Tables and guidance for Flexural Members - Properties and Dimensions - CISC Code of Standard Practice 5
6 CISC Support to the Standard and Industry 10 Other Publications - Limit States Design in Structural Steel - Calcul des charpentes d'acier, Tome I - Calcul l des charpentes d'acier, Tome II - Ductile Design of Steel Structures - Crane-Supporting Steel Structures: Design Guide - Guide to Stability Design Criteria For Metal Structures - Fire Facts for Steel Buildings - Floor Vibrations Due to Human Activity - Hollow Structural Section: Connections and Trusses - A Design Guide - Moment Connections for Seismic Applications - High Strength Bolting for Canadian Engineers - CISC Code of Standard Practice - CISC Guide for Specifying Architecturally Exposed Structural Steel CISC Support to the Standard and Industry 11 Apple, Android, and BB Apps Steel Seismic Systems (SSS10) - assist in identifying permissible structural steel seismic-force-resisting systems (SFRS) in accordance with NBC 2010 and CSA S16-09 based on the Location, Importance Category, Site Class and Building height Lateral Forces (LF10) - LF Wind - computes wind storey forces - LF Seismic - computes seismic storey forces 6
7 CISC Support to the Standard and Industry 12 Courses - CSA S16-09 Changes & Steel Handbook Highlights - Bolting and Welding Fundamentals - Statics ti and Strength th of Materials - Connections I - Connections II - Inspection of Steel Building Structures - Connections for Design Engineers - Single Storey Building Design - Industrial Building Design - Commercial Building Design - Seismic Design of Steel-Framed Buildings - Seismic Connections for Steel-Framed Buildings - Steel Bridges Design, Fabrication, Construction CISC Support to the Standard and Industry 13 Webinars - Budget Pricing of Steel - Architecturally Exposed Structural Steel - Steel Design for Low Seismicity - Fire Protection of Structural Steel - LEED Credits MR
8 CSA S Continual Evolution Selected Changes to CSA S Net Tension Failure T r = φ u A ne F u where: φ u = 0.75 Single-angle Members in Compression - Connected through the same leg 8
9 16 A new clause the shear resistance of tubular and concretefilled tubular members Vr = 0.66 f (A / 2) Fy New Shear resistance for Plastic Members V r = 0.8 φ wdf s where: F s is the shear stress 17 Laterally unsupported beams a) Rational (accurate) method of analysis, or b) Use ω 2 = 1.0 and effective length = 1.2 L for pin-ended beams = 1.4 L for other cases 9
10 18 Laterally unsupported beams - Coefficient for Moment Gradient, ω 2 19 Bearing resistance for bolt holes - φ br = Approx. 20% increase in strength Block Shear T r = φ u [U t A n F u A gv (F y + F u )/2] = [ Tension + Shear contributions ] Bolt bea ring, B r U t = efficiency factor. Value depends on connection type 10
11 Block Shear Flange-Connected Tees U t = 0.9 U t = 1.0 U t = Block Shear Angles connected by one leg and stem connected tees: U t =
12 Block Shear U t = Block Shear su t =
13 24 Multiple Orientation Fillet Welds - New Strength reduction factor M w V r = 0.67 φ A X ( sin 1.5 w w u θ) ) M w M w = 1.0 for single weld orientation 0.85 M w 1.0 for multi-orientation welds longitudinal welds are penalized by the less ductile transverse welds Fillet Welds Strength reduction for multi-orientation welds, M w θ 1 = 90 o θ 2 = 90 o θ 1 = 0 o θ 2 = 0 o M w = M w =
14 Fillet Welds Strength reduction for multi-orientation welds, M w θ 1 = 0 o θ 2 = 90 o M w = Welds and Bolts in Combination Case 1: Bolts + Transverse welds The capacity is the maximum between (a) the bolt and (b) the weld strengths taken separately. The component strengths are not additive. Case 2: Bolts + Longitudinal welds The capacity is the maximum between: (a) Welds Bolts (b) Bolts 14
15 28 Welds and Bolts in Combination Case 3: Bolts + Transverse welds + Longitudinal welds The capacity is the maximum between: (a) Transverse welds Longitudinal welds (b) Longitudinal welds Bolts (c) Bolts only Note: For pretensioned bolts, 25% of the slip resistance is added when only part of the bolt resistance is used. Changes to S16 09 Clause 27 Seismic Design 29 15
16 Gravity Column Splices There is now a minimum shear resistance for gravity columns that are not part of the seismic-forceresisting system (SFRS). V r Σ 0.2 Z F y / h s in both orthogonal directions 30 Seismic Design Traditional construction New Provision 31 16
17 Seismic Design Hollow Structural Sections The minimum probable yield stress for HSS, R y F y, has been increased to 460 MPa (from 385 MPa) to account for their inherently higher characteristic-to- specified yield ratios. 32 Seismic Design Protected Zones Protected zones are areas that undergo large inelastic strains due to seismic loading. They must be indicated on the structural drawings and shop details. Some types of structural or other attachments (e.g. lifting hitches, cladding, etc.) are prohibited within protected zones
18 Seismic Design For moment frames, protected zones are associated with the critical yielding zones around plastic hinges. 34 Seismic Design For braced frames, the entire brace is protected
19 Seismic Design Bucklingrestrained braces 36 Opportunity for South Africa 37 Participate in the CSA S16 Committee Dialogue with CSA on options to modify S16 to needs of SA Possible CISC SAISC Collaboration - Commentary for CSA S16 - Training material, courses and webinars - Technical resources - Design apps - On-Line forums - Other? 19
20 CSA S16-09 Design of Steel Structures Canada Ed Whalen, P.Eng CISC President 20
SPECIFICATIONS, LOADS, AND METHODS OF DESIGN
CHAPTER Structural Steel Design LRFD Method Third Edition SPECIFICATIONS, LOADS, AND METHODS OF DESIGN A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural
More informationSEISMIC DESIGN. Various building codes consider the following categories for the analysis and design for earthquake loading:
SEISMIC DESIGN Various building codes consider the following categories for the analysis and design for earthquake loading: 1. Seismic Performance Category (SPC), varies from A to E, depending on how the
More informationDesign of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges
7.7 Truss bridges Fig. 7.21 some of the trusses that are used in steel bridges Truss Girders, lattice girders or open web girders are efficient and economical structural systems, since the members experience
More informationNueva Edición del libro clásico para estudiantes de grado.
Nueva Edición del libro clásico para estudiantes de grado. Ha aparecido la quinta edición del que ya se ha convertido en uno de los libros más vendidos de Diseño de estructuras de Acero para su uso en
More informationReinforced Concrete Design
FALL 2013 C C Reinforced Concrete Design CIVL 4135 ii 1 Chapter 1. Introduction 1.1. Reading Assignment Chapter 1 Sections 1.1 through 1.8 of text. 1.2. Introduction In the design and analysis of reinforced
More informationABOUT CWB CERTIFICATION/ QUALIFICATION The work CWB does on behalf of our clients can be divided into five main categories:
CWB CERTIFICATION/ CWB CERTIFICATION/ QUALIFICATION QUALIFICATION SERVICES SERVICES CANADIAN WELDING CERTIFICATION AN OVERVIEW Canada, like many countries around the world, has specific rules and regulations
More informationBEHAVIOR OF WELDED T-STUBS SUBJECTED TO TENSILE LOADS
BEHAVIOR OF WELDED T-STUBS SUBJECTED TO TENSILE LOADS R.A. Herrera 1, G. Desjouis 2, G. Gomez 2, M. Sarrazin 3 1 Assistant Professor, Dept. of Civil Engineering, University of Chile, Santiago, Chile 2
More informationCE591 Fall 2013 Lecture 26: Moment Connections
CE591 Fall 2013 Lecture 26: Moment Connections Explain basic design procedure for moment (FR) connections Explain considerations for connections in momentresisting frames for seismic demands Describe problems
More informationDraft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
More informationINTRODUCTION TO BEAMS
CHAPTER Structural Steel Design LRFD Method INTRODUCTION TO BEAMS Third Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural Steel Design and Analysis
More informationCE591 Lecture 8: Shear Walls
CE591 Lecture 8: Shear Walls Introduction History, examples Benefits Disadvantages Plate Girder Analogy Behavior of Special Plate Shear Walls (SPSW) Design of SPSW Important considerations Special Plate
More informationNational Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination
Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)
More information4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections.
Shear Walls Buildings that use shear walls as the lateral force-resisting system can be designed to provide a safe, serviceable, and economical solution for wind and earthquake resistance. Shear walls
More informationThe 2009 RCSC MARKETING PUBLICATIONS REDESIGN TITLE CHANGE. Specification for Structural Joints Using High-Strength Bolts. Why use RCSC Specification?
14 th Edition Steel Construction Manual Introduction to the new AISC Publications Specification for Structural Joints using High-Strength Bolts (AISC 348-09) Code of Standard Practice (AISC 303-10) Specification
More informationDesign Parameters for Steel Special Moment Frame Connections
SEAOC 2011 CONVENTION PROCEEDINGS Design Parameters for Steel Special Moment Frame Connections Scott M. Adan, Ph.D., S.E., SECB, Chair SEAONC Structural Steel Subcommittee Principal Adan Engineering Oakland,
More informationARCH 331 Structural Glossary S2014abn. Structural Glossary
Structural Glossary Allowable strength: Nominal strength divided by the safety factor. Allowable stress: Allowable strength divided by the appropriate section property, such as section modulus or cross
More informationSteel Connections- Parametric Design and Detailing
- Parametric Design and Detailing Parametric Design and Detailing Agenda: Code compliant Structural Steel Connection Design All Components i.e. bolts, Welds, plates, Stiffeners of connections are designed
More informationChapter 3 - Structural Design
Chapter 3 - Structural Design 3.0 General 3.0.1 Design Overview Greenhouse buildings are a complete structure including the structural support and enclosure elements. The primary structural system includes:
More informationBasics of Reinforced Concrete Design
Basics of Reinforced Concrete Design Presented by: Ronald Thornton, P.E. Define several terms related to reinforced concrete design Learn the basic theory behind structural analysis and reinforced concrete
More informationDesign of Lateral Load Resisting Frames Using Steel Joists and Joist Girders
1431 Design of Lateral Load Resisting Frames Using Steel Joists and Joist Girders Authors: Perry S. Green, Technical Director, Steel Joist Institute, 196 Stonebridge Drive Unit 1, Myrtle Beach, SC, psgreen@steeljoist.org
More information2. Design of Welded Connections
AWS D1.1:2 2. Design of Welded Connections 2. Scope This section covers the requirements for the design of welded connections. It is divided into four Parts, described as follows: Part A Common Requirements
More informationTECHNICAL NOTE. Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006 IBC. On Cold-Formed Steel Construction INTRODUCTION
TECHNICAL NOTE On Cold-Formed Steel Construction 1201 15th Street, NW, Suite 320 W ashington, DC 20005 (202) 785-2022 $5.00 Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006
More informationDesign of reinforced concrete columns. Type of columns. Failure of reinforced concrete columns. Short column. Long column
Design of reinforced concrete columns Type of columns Failure of reinforced concrete columns Short column Column fails in concrete crushed and bursting. Outward pressure break horizontal ties and bend
More informationContractor s Statement of Responsibility for Seismic-Force-Resisting Systems This form is to be filled out by the contractor.
SPECIAL INSPECTION PROCEDURE IBC CHAPTER 17 2012 EDITION When Required All projects that require a SC licensed Architect or Engineer per SC Architectural and Engineering registration law. Overview The
More informationDENVER MODEL 30 X 30 SPECIFICATIONS
DENVER MODEL 30 X 30 SPECIFICATIONS Dimensions: Roof Dimensions 30-0 x 30-0 (4) Columns (Center to Center) 25-6½ x 25-6½ Minimum Clearance 8-0 Roof Height @ Peak Dependent on Col. Ht. Hip Roof 4:12 pitch
More informationMEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE 1.2 APPROVED MANUFACTURER 1.3 REGULATORY ORGANIZATIONS AND GROUPS 1.4 QUALITY ASSURANCE
MEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE This specification is intended to describe the general requirements applicable to a proper structural mezzanine design. In addition, it is to serve as
More informationA DESIGN PROCEDURE FOR BOLTED TOP-AND-SEAT ANGLE CONNECTIONS FOR USE IN SEISMIC APPLICATIONS
A DESIGN PROCEDURE FOR BOLTED TOP-AND-SEAT ANGLE CONNECTIONS FOR USE IN SEISMIC APPLICATIONS Jared D. Schippers, Daniel J. Ruffley, Dr. Gian A. Rassati, and Dr. James A. Swanson School of Advanced Structures,
More informationEurocode 2: Design of concrete structures
Eurocode 2: Design of concrete structures Owen Brooker, The Concrete Centre Introduction The transition to using the Eurocodes is a daunting prospect for engineers, but this needn t be the case. Industry
More informationFOOTING DESIGN EXAMPLE
County: Any Design: BRG Date: 10/007 Hwy: Any Ck Dsn: BRG Date: 10/007 FOOTING DESIGN EXAMPLE Design: Based on AASHTO LRFD 007 Specifications, TxDOT LRFD Bridge Design Manual, and TxDOT Project 0-4371
More informationWELDS- STATIC AND FATIGUE STRENGTH II
31 WELDS- STATIC AND FATIGUE STRENGTH II 1.0 INTRODUCTION In the previous chapter, a detailed account of various welding processes, types of welds, advantages of welded connections etc. were presented.
More informationAPPENDIX H DESIGN CRITERIA FOR NCHRP 12-79 PROJECT NEW BRIDGE DESIGNS
APPENDIX H DESIGN CRITERIA FOR NCHRP 12-79 PROJECT NEW BRIDGE DESIGNS This appendix summarizes the criteria applied for the design of new hypothetical bridges considered in NCHRP 12-79 s Task 7 parametric
More informationCOLORADO MODEL. 35 x 65 SPECIFICATIONS
COLORADO MODEL 35 x 65 SPECIFICATIONS Dimensions: Roof Dimensions 35-0 x 65-0 Column Dimensions (center to center) 31-0 x 30-6 Minimum Clearance 14-0 Roof Height @ Peak ±18-8 Curved Roof ±42-6 radius Square
More informationModern Codes for Design of Concrete Concrete Structures Presentation Outline
Modern Codes for Design of Concrete Structures James K. Wight F.E. Richart, Jr. Professor of Civil Eng. University of Michigan Presentation Outline Current Codes Where did they come from? What is their
More informationMiss S. S. Nibhorkar 1 1 M. E (Structure) Scholar,
Volume, Special Issue, ICSTSD Behaviour of Steel Bracing as a Global Retrofitting Technique Miss S. S. Nibhorkar M. E (Structure) Scholar, Civil Engineering Department, G. H. Raisoni College of Engineering
More informationRequirements for the Use of PRESSS Moment-Resisting Frame Systems
Requirements for the Use of PRESSS Moment-Resisting Frame Systems Neil M. Hawkins, Ph.D. Professor Emeritus Department of Civil Engineering University of Illinois at Urbana-Champaign Urbana, Illinois S.
More informationWeight Measurement Technology
Kistler-Morse (KM) introduced bolt-on weight measuring systems three decades ago. These devices featured Walter Kistler s invention, the Microcell. Over the years, many improvements were made to the Microcell
More informationCover. When to Specify Intermediate Precast Concrete Shear Walls. 10.10 Rev 4. White Paper WP004
Cover Introduction In regard to precast concrete systems, the addition of two new categories of Seismic Force Resisting Systems (SFRS) in IBC 2006 has created some confusion about whether to specify intermediate
More informationMaterials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections
Materials Standard shapes W sections, C channels, Structural T, Angles, Pipes, Tubes, Rods and Plates Fabricated members, Built-up sections Adding plates to beam flanges, Stiffeners to beam webs Built
More informationSTEEL. the healthcare structure PrototyPe ii. structural. Exploring Castellated Composite Framing. Your connection to i e n er
structural STEEL Maitland Office Building DataBase: maitlandoffice 03/30/2010 18:51:39 Your connection to i e n er the healthcare structure PrototyPe ii Exploring Castellated Composite Framing Using the
More informationSEISMIC RETROFITTING OF STRUCTURES
SEISMIC RETROFITTING OF STRUCTURES RANJITH DISSANAYAKE DEPT. OF CIVIL ENGINEERING, FACULTY OF ENGINEERING, UNIVERSITY OF PERADENIYA, SRI LANKA ABSTRACT Many existing reinforced concrete structures in present
More informationSEISMIC DESIGN PROVISIONS FOR PRECAST CONCRETE STRUCTURES. S.K. Ghosh, Ph. D. President S.K. Ghosh Associates Inc. Northbrook, IL BACKGROUND
SEISMIC DESIGN PROVISIONS FOR PRECAST CONCRETE STRUCTURES S.K. Ghosh, Ph. D. President S.K. Ghosh Associates Inc. Northbrook, IL BACKGROUND Until recently, precast concrete structures could be built in
More informationSEISMIC DESIGN OF STEEL STRUCTURES IN ACCORDANCE WITH CSA-S16-09 ABSTRACT
Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering Compte Rendu de la 9ième Conférence Nationale Américaine et 10ième Conférence Canadienne de Génie Parasismique
More informationLoads Tools Checks Reports
Loads Tools Checks Reports SDC Verifier or the Structural Design Code Verifier is a powerful postprocessor program with an advanced calculation core which works seamlessly with Siemens multi-solver, FEA
More informationUltrasonic Technique and Device for Residual Stress Measurement
Ultrasonic Technique and Device for Residual Stress Measurement Y. Kudryavtsev, J. Kleiman Integrity Testing Laboratory Inc. 80 Esna Park Drive, Units 7-9, Markham, Ontario, L3R 2R7 Canada ykudryavtsev@itlinc.com
More informationSteel joists and joist girders are
THE STEEL CONFERENCE Hints on Using Joists Efficiently By Tim Holtermann, S.E., P.E.; Drew Potts, P.E.; Bob Sellers, P.E.; and Walt Worthley, P.E. Proper coordination between structural engineers and joist
More informationDetailing of Reinforcment in Concrete Structures
Chapter 8 Detailing of Reinforcment in Concrete Structures 8.1 Scope Provisions of Sec. 8.1 and 8.2 of Chapter 8 shall apply for detailing of reinforcement in reinforced concrete members, in general. For
More information1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures
Prof. Oral Buyukozturk Massachusetts Institute of Technology Outline 1 1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures
More informationSeismic Risk Prioritization of RC Public Buildings
Seismic Risk Prioritization of RC Public Buildings In Turkey H. Sucuoğlu & A. Yakut Middle East Technical University, Ankara, Turkey J. Kubin & A. Özmen Prota Inc, Ankara, Turkey SUMMARY Over the past
More informationSTRUCTURAL TESTS AND SPECIAL INSPECTIONS
CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL 1701.1 Scope. The provisions of this chapter shall apply to Class I buildings and shall govern the quality, workmanship and requirements
More informationA Case Study Comparing Two Approaches for Applying Area Loads: Tributary Area Loads vs Shell Pressure Loads
1 A Case Study Comparing Two Approaches for Applying Area Loads: Tributary Area Loads vs Shell Pressure Loads By Dr. Siriwut Sasibut (Application Engineer) S-FRAME Software Inc. #1158 13351 Commerce Parkway
More informationBasic principles of steel structures. Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn
Basic principles of steel structures Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn 1 Lecture Questionnaire (1) Language preferred ( C = in Chinese, E = in English) NO. Oral Presentation Writing on the blackboard
More informationINTRODUCTION TO LIMIT STATES
4 INTRODUCTION TO LIMIT STATES 1.0 INTRODUCTION A Civil Engineering Designer has to ensure that the structures and facilities he designs are (i) fit for their purpose (ii) safe and (iii) economical and
More informationCONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS
CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS 1.0 DESIGN 1.1 Scope of Work 1.1.1 This work shall consist of furnishing Isolation Bearings and installing Isolation Bearing Assemblies at the locations
More informationBasic Principles & Common Practices
DETAILING STAIRS: Basic Principles & Common Practices Figure 1: Stair Terminology By Andrew J. Bellerby This article is designed to provide an introduction to detailing stairs. It explains the basic principles
More informationSTRENGTH AND DUCTILITY OF WELDED JOINTS SUBJECTED TO OUT OF PLANE BENDING
STRENGTH AND DUCTILITY OF WELDED JOINTS SUBJECTED TO OUT OF PLANE BENDING by Ivan Gomez Amit Kanvinde University of California, Davis Yu Kay Kwan Gilbert Grondin University of Alberta Final Report Presented
More informationStructural welding is a process by which the parts that are to be connected are heated and
CHAPTER 6. WELDED CONNECTIONS 6.1 INTRODUCTORY CONCEPTS Structural welding is a process by which the parts that are to be connected are heated and fused, with supplementary molten metal at the joint. A
More informationDesign Analysis and Review of Stresses at a Point
Design Analysis and Review of Stresses at a Point Need for Design Analysis: To verify the design for safety of the structure and the users. To understand the results obtained in FEA, it is necessary to
More informationThe following sketches show the plans of the two cases of one-way slabs. The spanning direction in each case is shown by the double headed arrow.
9.2 One-way Slabs This section covers the following topics. Introduction Analysis and Design 9.2.1 Introduction Slabs are an important structural component where prestressing is applied. With increase
More informationEVALUATION OF SEISMIC RESPONSE - FACULTY OF LAND RECLAMATION AND ENVIRONMENTAL ENGINEERING -BUCHAREST
EVALUATION OF SEISMIC RESPONSE - FACULTY OF LAND RECLAMATION AND ENVIRONMENTAL ENGINEERING -BUCHAREST Abstract Camelia SLAVE University of Agronomic Sciences and Veterinary Medicine of Bucharest, 59 Marasti
More informationATLANTA MODEL SPECIFICATIONS
ATLANTA MODEL 50 SPECIFICATIONS Dimensions: Roof Dimensions (point to point) 50-0 Column Dimensions (out to out of columns) 44-0 Eave Height 8-0 Roof Height @ Peak ±21-8⅞ Hip Roof 6:12 pitch Square Feet
More informationCode of Standard Practice for Timber Frame Structures
TFEC 2-2013 Code of Standard Practice for Timber Frame Structures August 2013 Preface This Code is intended to represent a reasonable consensus of what constitutes ordinary and acceptable practice within
More informationCompression Members: Structural elements that are subjected to axial compressive forces
CHAPTER 3. COMPRESSION MEMBER DESIGN 3.1 INTRODUCTORY CONCEPTS Compression Members: Structural elements that are subjected to axial compressive forces onl are called columns. Columns are subjected to axial
More informationINSTALLATION. General. Important Note. Design. Transport
General The roof trusses you are about to install have been manufactured to precise engineering standards. To ensure that the trusses perform as designed, it is essential that they be handled, erected
More informationSEISMIC RETROFITTING TECHNIQUE USING CARBON FIBERS FOR REINFORCED CONCRETE BUILDINGS
Fracture Mechanics of Concrete Structures Proceedings FRAMCOS-3 AEDIFICA TIO Publishers, D-79104 Freiburg, Germany SEISMIC RETROFITTING TECHNIQUE USING CARBON FIBERS FOR REINFORCED CONCRETE BUILDINGS H.
More informationConnection Solutions
Connection Solutions DESIGN BUILD SYSTEM Connection Solutions for Cold formed Steel Construction Complies with; AS/NZS 4600:2005 AISI S100:2007 AS/NZ 1397 ASTM A653 DESIGN & BUILD SYSTEM FRAMECAD Construction
More informationCanadian Standards Association
S6S1-10 10.10.2.2 Laterally supported members When continuous lateral support is provided to the compression flange of a member subjected to bending about its major axis, the factored moment resistance,
More informationDesign of Concentrically Braced Frames
Design of Concentrically Braced Frames Anindya Dutta, Ph.D., S.E. Example Configurations X-Braced Inverted V (Chevron) 2 Story X-Braced 1 Example Configurations V (Inverted Chevron) Zipper Special Concentrically
More informationJoist. Reinforcement. Draft 12/7/02
Joist Reinforcement Draft 12/7/02 1 JOIST REINFORCING The purpose of this CSD Design Aid is to provide procedures and suggested details for the reinforcement of open web steel joists. There are three basic
More informationComparative Study of Steel Structures Design Using IS 800:1984 & IS 800:2007
International Journal of Scientific & Engineering Research, Volume 4, Issue 4, April-2013 810 Comparative Study of Steel Structures Design Using IS 800:1984 & IS 800:2007 Prof. S.S.Patil, L.A.Pasnur Abstract
More informationPage & Turnbull imagining change in historic environments through design, research, and technology
DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED
More informationSteel, Diagrid, Stability Systems, Architecturally Exposed Structural Steel
DIAGRIDS, THE NEW STABLITY SYSTEM: COMBINING ARCHITECTURE WITH ENGINEERING Terri Meyer Boake tboake@uwaterloo.ca School of Architecture, University of Waterloo, Cambridge, ON, Canada Abstract Diagonalized
More informationLEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900
More informationRC Detailing to Eurocode 2
RC Detailing to Eurocode 2 Jenny Burridge MA CEng MICE MIStructE Head of Structural Engineering Structural Eurocodes BS EN 1990 (EC0): BS EN 1991 (EC1): Basis of structural design Actions on Structures
More informationTECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General
More informationSTANDARD SPECIFICATIONS
American National Standard SJI-K 1.1 STANDARD FOR OPEN WEB STEEL JOISTS, K-SERIES SECTION 1. SCOPE Adopted by the Steel Joist Institute November 4, 1985 Revised to November 10, 2003 - Effective March 01,
More informationIntroduction to LRFD, Loads and Loads Distribution
Introduction to LRFD, Loads and Loads Distribution Thomas K. Saad, P.E. Federal Highway Administration Chicago, IL Evolution of Design Methodologies SLD Methodology: (f t ) D + (f t ) L 0.55F y, or 1.82(f
More informationStructural Drafting. Students will: 1. Relate the importance of structural steel detailing to the current technological work force.
Structural Drafting Unit: 1 Content Standard(s) and Orientation 1. Relate the importance of structural steel detailing to the current technological work force. Learning Objective(s) and 1. Define structural
More informationPage 1 of 18 28.4.2008 Sven Alexander Last revised 1.3.2010. SB-Produksjon STATICAL CALCULATIONS FOR BCC 250
Page 1 of 18 CONTENT PART 1 BASIC ASSUMPTIONS PAGE 1.1 General 1. Standards 1.3 Loads 1. Qualities PART ANCHORAGE OF THE UNITS.1 Beam unit equilibrium 3. Beam unit anchorage in front..1 Check of capacity..
More informationDS/EN 1993-1-1 DK NA:2014
National Annex to Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings Foreword This national annex (NA) is a revision of DS/EN 1993-1-1 DK NA:2013 and replaces the
More informationOpiskelija perehtyy liitosten suunnitteluun. ks ESDEP oppimisympäristö: http://www.terasrakenneyhdistys.fi suomenkielinen versio
CONNECTIONS Opiskelija perehtyy liitosten suunnitteluun. ks ESDEP oppimisympäristö: http://www.terasrakenneyhdistys.fi suomenkielinen versio CONNECTION DESIGN: STATIC LOADING 276 Lecture 11.1.1 : Connections
More informationTorsion Tests. Subjects of interest
Chapter 10 Torsion Tests Subjects of interest Introduction/Objectives Mechanical properties in torsion Torsional stresses for large plastic strains Type of torsion failures Torsion test vs.tension test
More informationSTRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM
Chapter 9 STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM 9.1 BACKGROUND Steel is widely used in the construction of multi-storey buildings. However, steel construction is seldom used and is traditionally
More informationQUALITY ASSURANCE FOR STRUCTURAL ENGINEERING FIRMS
QUALITY ASSURANCE FOR STRUCTURAL ENGINEERING FIRMS CLIFFORD SCHWINGER Clifford Schwinger Clifford Schwinger, P.E. is Vice President and Quality Assurance Manager at The Harman Group. Mr. Schwinger received
More informationBlast Resistant Building BP Refinery Rotterdam
Blast Resistant Building BP Refinery Rotterdam 14 May, 2008 1 1 Contents Presentation Introduction KCI Functional Specification Blast Resistant Building Basis for design Blast & impact loading Design modeling
More informationBlast Proof Occupied Buildings
Blast Proof Occupied Buildings 1 1 Contents Presentation References Functional Specification Blast Resistant Building Basis for design Blast & impact loading Design modeling & analyses Preliminary design
More informationCHAPTER J DESIGN OF CONNECTIONS
J-1 CHAPTER J DESIGN OF CONNECTIONS INTRODUCTION Chapter J of the addresses the design and heking of onnetions. The hapter s primary fous is the design of welded and bolted onnetions. Design requirements
More information1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona
for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety
More informationSTEEL BUILDINGS IN EUROPE. Single-Storey Steel Buildings Part 5: Detailed Design of Trusses
STEEL BUILDIGS I EUROPE Single-Storey Steel Buildings Part 5: Detailed Design of Trusses Single-Storey Steel Buildings Part 5: Detailed Design of Trusses 5 - ii Part 5: Detailed Design of Trusses FOREWORD
More informationSeismic performance evaluation of an existing school building in Turkey
CHALLENGE JOURNAL OF STRUCTURAL MECHANICS 1 (4) (2015) 161 167 Seismic performance evaluation of an existing school building in Turkey Hüseyin Bilgin * Department of Civil Engineering, Epoka University,
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS
ENGINEERING COMPONENTS EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS Structural members: struts and ties; direct stress and strain,
More informationEurocode 4: Design of composite steel and concrete structures
Eurocode 4: Design of composite steel and concrete structures Dr Stephen Hicks, Manager Structural Systems, Heavy Engineering Research Association, New Zealand Introduction BS EN 1994 (Eurocode 4) is the
More informationREVISION OF GUIDELINE FOR POST- EARTHQUAKE DAMAGE EVALUATION OF RC BUILDINGS IN JAPAN
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska REVISION OF GUIDELINE FOR POST- EARTHQUAKE DAMAGE EVALUATION OF RC
More informationChapter 5 Bridge Deck Slabs. Bridge Engineering 1
Chapter 5 Bridge Deck Slabs Bridge Engineering 1 Basic types of bridge decks In-situ reinforced concrete deck- (most common type) Pre-cast concrete deck (minimize the use of local labor) Open steel grid
More informationENGINEERING SPECIFICATION PULTRUDED DYNAFORM FIBERGLASS STRUCTURAL SHAPES. July 1, 2008 Revision 2
ENGINEERING SPECIFICATION PULTRUDED DYNAFORM FIBERGLASS STRUCTURAL SHAPES 1 PART 1 - GENERAL 1.0 GENERAL 1.1 REFERENCES: SECTION 06610 FIBERGLASS REINFORCED PLASTICS (FRP) FABRICATIONS PULTRUDED FIBERGLASS
More informationPractical Design of Steel Structures
Practical Design of Steel Structures Steel.indb i 5/21/2010 6:53:51 PM Steel.indb ii 5/21/2010 6:53:52 PM Practical Design of Steel Structures Based on Eurocode 3 (with case studies): A multibay melting
More informationScope of EN 1090-1 Clarification Document
Scope of EN 1090-1 Clarification Document This document has been submitted to the European Commission as the UK view on the scope of EN 1090-1. After discussions, including with the European Technical
More informationCONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION
CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION General 7 www.meadowburke.com 877-518-7665 MB1109 CONCRETE FLOOR SLAB AND CASTING BED CONSTRUCTION Quality Construction Begins at Ground Level Everything
More informationUS 51 Ohio River Bridge Engineering and Environmental Study
US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents
More information