Deflection of a Composite Beam
|
|
- Primrose Harvey
- 6 years ago
- Views:
Transcription
1 COMPUTERS AND STRUCTURES, INC., BERKELEY, CALIFORNIA SEPTEMBER 2002 COMPOSITE BEAM DESIGN BS Technical Note This Technical Note describes how the program checks deflection when the user selects the BS code. Deflection Check Locations For each design load combination specified for deflection calculations, the program checks deflection at the following locations: All design station locations defined by the user. The point of maximum moment for the load combination. The point load location for the load combination. Deflection of a Composite Beam Deflections are determined under serviceability load combinations specified for deflection calculation in the program (BS 6.1.1, 2.4.1). The deflection is calculated differently for propped (shored) and unpropped (unshored) construction. The effect of partial composite connection is also taken into account. The program uses the following formula for calculating deflection: I eff c +. 1, for propped construction (BS 6.1.4) Ibare = 1 0 5( 1 PCC ) I eff c +. 1, for unpropped construction(bs 6.1.4) Ibare = 1 0 3( 1 PCC ) The preceding two formulas are the simplified version of those given in the code: = c (1 N a /N p ) ( s c ), for propped construction (BS 6.1.4) = c (1 N a /N p ) ( s c ), for unpropped construction (BS 6.1.4) Deflection Check Locations Page 1 of 6
2 In the preceding expressions, = Deflection of a composite beam at a station for a load combination considering partial composite connection, c = Deflection of a composite beam with full shear connection; calculation of c is described in the next section, s = Deflection of a composite beam with 0% shear connection; it is related to moment of inertia of bare steel section (steel shape with cover plate, if present), N a = Actual number of connectors provided between a point of zero moment and a point of maximum moment, N p = Number of shear connections required between a point of zero moment and a point of maximum moment for full composite connection, PCC = Percent composite connection, used as a ratio, I bare = Moment of inertia of steel section, including cover plate if present, and I eff = Effective moment of inertia of composite section. Deflection of Composite Beam for Full Composite Connection When calculating c, the behavior of a composite beam is taken as linear elastic (BS 6.1.4). The program calculates composite beam deflections using a moment-area technique. An M/EI diagram is constructed by calculating M/EI values at each output station along the length of the beam and then connecting the M/EI values at those stations with straight-line segments. In constructing the M/EI diagram, I eff is used for I, moment of inertia. For simply supported or continuous composite beams, I eff is taken as I p, the equivalent moment of inertia for a cracked section in positive moment with 100% composite connection. For cantilever beams, I eff is taken as I n, the equivalent moment of inertia for the cracked section in negative moment. The program assumes that the moment of inertia does not vary along the length of the beam. Deflection of a Composite Beam Page 2 of 6
3 Deflections for the beam are calculated at each output station. The overall deflected shape of the beam is drawn by connecting the computed values of deflection at each output station with straight-line segments. In this program's composite beam design, the reported deflection is the vertical displacement relative to a line drawn between the deflected position of the ends of the beam. For example, refer to the beam shown in Figure 1. Figure 1a shows the original undeformed beam and also shows an arbitrary point along the beam labeled A. Figure 1b shows the beam in its deformed position and illustrates the deflection that the Composite Beam Design postprocessor reports for the beam at point A. A A Original position of beam Line between position of beam shown a) b) Deflected Shape of Deflection reported by Composite Beam postprocess Figure 1: Deflection Results Reported by the Composite Beam Design Postprocessor For cantilever overhangs, the program's Composite Beam Design postprocessor reports the displacement of the beam relative to the deformed position of the supported end. If you use the Display menu > Show Deformed Shape command to review the displacement at the end of the cantilever, the displacement is reported relative to the undeformed position of the end of the cantilever. In that case, the rotation at the supported end of the cantilever overhang is correctly taken into account. However, the displacements displayed are all based on the analysis section properties (non-composite moment of inertias). Deflection of a Composite Beam Page 3 of 6
4 The program considers the effect of propped and unpropped construction methods. For unpropped construction, the imposed load deflection is based on the properties of the composite section, but the dead load deflection, resulting from the self weight of the steel beam and wet concrete, is based on the properties of the bare steel section. For propped construction, all deflections are based on the properties of the composite section (BS 6.1.1, ). Typically, the composite beams are simply supported. For those simply supported composite beams, there is no scope for moment redistribution. Also the effect of pattern loading and shakedown effects can be neglected. The program does not consider moment redistribution, shakedown and pattern loading for calculation of deflection. Those factors may be important for continuous beams, and the user should consider those effects independently (BS 6.1.1, 6.1.3, , ). For simply supported composite beams, the code recommends the use of I g, the gross moment of inertia of the equivalent uncracked section, instead of I p, the moment of inertia of the equivalent cracked section, for calculation of deflection (BS 6.1.2, , 4.2.1). The user should be aware of that there might be a slight difference between I p for 100% PCC and I g. Effective Moment of Inertia, Ieff The program uses the effective moment of inertia of composite section, I eff, for deflection calculation. For simply supported or continuous composite beams, I eff is taken as I p, the equivalent moment of inertia for cracked section in positive moment with 100% composite connection. For cantilever beams, I eff is taken as I n, the equivalent moment of inertia for cracked section in negative moment. For calculation of I p, the width of the concrete slab and ribs (if ribs run parallel to the beam) is scaled down by a factor of E c /E s to make the section equivalent to the steel section in terms of stiffness. Also, the concrete depth that is in tension under elastic moment distribution is neglected. If the steel section is large, the elastic neutral axis lies in the web of the steel section. In such cases, I p becomes the same as I g, the equivalent moment of inertia for gross uncracked section. If the concrete section becomes very large, the elastic neutral axis lies in concrete, and in that case, I p may become slightly smaller than I g. The effect of the short term and long term modular ratio is Deflection of a Composite Beam Page 4 of 6
5 considered for calculation if I p (BS 4.1). See Technical Note Transformed Section Moment of Inertia Composite Beam Design BS for details. For calculating I n, the concrete is neglected. If there is a cover plate, it is considered. I n becomes the moment of inertia for bare steel (I bare ), and it also becomes I p for 0% composite connection. Deflection Limits The deflection limit for total load and live load is taken as follows: L TL,limit = 240 L LL,limit = 360 These are the default deflection limits for total load and live load, represectively, in the program. The user can change those limits (BS 2.4.2; BS , Table 5). Note that camber is subtracted from the total load deflection before the total load deflection is compared to the total load deflection limit. See Technical Note Camber Calculation Composite Beam Design BS for details about camber. Deflection Checks For each service load combination, two deflections are calculated one for live load and the other for total load for every point. The maximum of the total load deflection within the span, TL, is compared with its allowable limit, TL,limit. Similarly, the maximum of the live load deflection within the span, LL, is compared with its allowable limit. LL,limit. The following ratios are calculated. TL camber TL, lim it and LL LL,lim it, where, TL = Maximum total load deflection for a load combination, Deflection Limits Page 5 of 6
6 LL = Maximum live load deflection for a load combination, TL, limit = Maximum allowed total load deflection, LL, limit = Maximum allowed live load deflection, and camber = Camber of the beam. The maximum of the total load deflection ratio and the maximum of the live load deflection ratios considering all of the service load combinations are reported by the program. Note that camber is subtracted from the total load deflection before the total load deflection is compared to the total load deflection limit. See Technical Note Camber Calculation Composite Beam Design BS for details about camber. Deflection Checks Page 6 of 6
Composite Beam Design Manual AISC
Composite Beam Design Manual AISC 360-10 Composite Beam Design Manual AISC 360-10 For ETABS 2016 ISO ETA122815M54 Rev. 0 Proudly developed in the United States of America December 2015 Copyright Copyright
More informationStrength Design of Reinforced Concrete Structures
Chapter 6 Strength Design of Reinforced Concrete Structures 6.1 Analysis and Design General Considerations 6.1.1 Convention and Notation Unless otherwise explicitly stated, the following units shall be
More informationManual Composite Beam Design
Manual Composite Beam Design Composite Beam Design Table Of Contents Composite beam in SCIA ESA PT... 1 About... 1 Introduction... 1 Composite beam design... 1 Overall features... 1 Typical operation...
More information5.4 Analysis for Torsion
5.4 Analysis for Torsion This section covers the following topics. Stresses in an Uncracked Beam Crack Pattern Under Pure Torsion Components of Resistance for Pure Torsion Modes of Failure Effect of Prestressing
More informationSummary of Steel Joist Output
COMPUTERS AND STRUCTURES, INC., BERKELEY, CALIFORNIA JANUARY 2002 STEEL JOIST DESIGN Technical Note This Technical Note describes the steel joist design output that can be printed to a printer or to a
More informationA Guide for the Interpretation of Structural Design Options for Residential Concrete Structures
CFA Technical Note: 008-2010 A Guide for the Interpretation of Structural Design Options for Residential Concrete Structures CFA Technical This CFA Technical Note is intended to serve as a guide to assist
More informationManual Composite Beam Design
Manual Composite Beam Design Composite Beam Design Table Of Contents COMPOSITE BEAM IN SCIA ESA PT... 1 About... 1 Introduction... 1 Revision History... 1 References... 1 Composite beam design... 2 Overall
More informationAASHTOWare BrDR 6.8 Steel Tutorial STL6 Two Span Plate Girder Example
AASHTOWare BrDR 6.8 Steel Tutorial STL6 Two Span Plate Girder Example STL6 - Two Span Plate Girder Example (BrDR 6.5) 1'-6" 37'-0" 34'-0" 1'-6" 8 1/2" including 1/2" integral wearing surface FWS @ 25 psf
More information1. Stress Analysis of a Cantilever Steel Beam
. Stress Analysis of a Cantilever Steel Beam Applicable CivilFEM Product: All CivilFEM Products Level of Difficulty: Easy Interactive Time Required: 5-0 minutes Discipline: Structural Steel Analysis Type:
More informationDeflection Analysis with Shoring Load Transfer Coefficient for Post-Tensioned Slab
Deflection Analysis with Shoring Load Transfer Coefficient for Post-Tensioned Slab *Ah Sir Cho 1) and Thomas Kang 2) 1), 2) Department of Architecture & Architectural Engineering, Seoul National University,
More informationUNIVERSITY OF BOLTON WESTERN INTERNATIONAL CENTRE FZE. BEng (HONS) CIVIL ENGINEERING SEMESTER ONE EXAMINATION 2015/2016
OCD59 UNIVERSITY OF BOLTON WESTERN INTERNATIONAL CENTRE FZE BEng (HONS) CIVIL ENGINEERING SEMESTER ONE EXAMINATION 2015/2016 ADVANCED STRUCTURAL ANALYSIS AND DESIGN MODULE NO: CIE6001 Date: Tuesday 12
More informationIntroduction to Structural Analysis TYPES OF STRUCTURES LOADS AND
AND Introduction to Structural Analysis TYPES OF STRUCTURES LOADS INTRODUCTION What is the role of structural analysis in structural engineering projects? Structural engineering is the science and art
More informationDESIGN OF POST-TENSIONED MEMBERS IN BENDING USING ACI SIMPLIFIED PROCEDURE
Structural Concrete Software System TN 179 Aci_simplified_M_design3 011005 DESIGN OF POST-TENSIONED MEMBERS IN BENDING USING ACI 318 2002 SIMPLIFIED PROCEDURE 1. BACKGROUND 1.1 GENERAL The following describes
More informationModelling of shrinkage induced curvature of cracked concrete beams
Tailor Made Concrete Structures Walraven & Stoelhorst (eds) 2008 Taylor & Francis Group, London, ISBN 978-0-415-47535-8 Modelling of shrinkage induced curvature of cracked concrete beams R. Mu, J.P. Forth
More informationBrD Superstructure Tutorial
AASHTOWare BrD 6.8 BrD Superstructure Tutorial PS12 Prestressed Concrete I Beam Using BrD LRFD Engine BrD Superstructure Training PS12 - Prestressed Concrete I Beam Using BrD LRFD Engine 1'-9" 55'-6" Total
More informationSection A A: Slab & Beam Elevation
CE 331, Spring 2011 Flexure Strength of Reinforced Concrete s 1 / 5 A typical reinforced concrete floor system is shown in the sketches below. The floor is supported by the beams, which in turn are supported
More informationNON-LINEAR STRUCTURAL INTEGRITY ANALYSIS
NON-LINEAR STRUCTURAL INTEGRITY ANALYSIS AHMAD RAHIMIAN, PhD, PE, SE Dr. Ahmad Rahimian., PE, SE is President of Cantor Seinuk Structural Engineers in New York City. An expert in the behaviour of steel
More informationDeckboard Bending Theory for Three-Stringer Wood Pallets in Drive-In Racks
ThomasJ. Urbanik Deckboard Bending Theory for Three-Stringer Wood Pallets in Drive-In Racks REFERENCE: Urbanik, T. J., Deckboard Bending Theory for Three- Stringer Wood Pallets in Drive-in Racks, Journal
More informationSabah Shawkat Cabinet of Structural Engineering 2017
3.1-1 Continuous beams Every building, whether it is large or small, must have a structural system capable of carrying all kinds of loads - vertical, horizontal, temperature, etc. In principle, the entire
More informationHyperstatic (Secondary) Actions In Prestressing and Their Computation
5.5 Hyperstatic (Secondary) Actions In Prestressing and Their Computation Bijan O Aalami 1 SYNOPSIS This Technical Note describes the definition, computation, and the significance of hyperstatic (secondary)
More informationADAPT-PTRC 2016 Getting Started Tutorial ADAPT-PT mode
ADAPT-PTRC 2016 Getting Started Tutorial ADAPT-PT mode Update: August 2016 Copyright ADAPT Corporation all rights reserved ADAPT-PT/RC 2016-Tutorial- 1 This ADAPT-PTRC 2016 Getting Started Tutorial is
More informationThe New SDI Diaphragm Design Manual
Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (2006) - 18th International Specialty Conference on Cold-Formed Steel Structures
More informationHow to Design a Singly Reinforced Concrete Beam
Time Required: 45 minutes Materials: -Engineering Paper -Calculator -Pencil -Straight Edge Design For Flexural Limit State How to Design a Singly Reinforced Concrete Beam Goal: ΦMn > Mu Strength Reduction
More informationSECTION 1 INTRODUCTION TO POST-TENSIONED CONCRETE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE
SECTION 1 INTRODUCTION TO POST-TENSIONED CONCRETE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE NOTE: MOMENT DIAGRAM CONVENTION In PT design, it is preferable to draw moment diagrams to the tensile
More informationLecture Retaining Wall Week 12
Lecture Retaining Wall Week 12 Retaining walls which provide lateral support to earth fill embankment or any other form of material which they retain them in vertical position. These walls are also usually
More informationTypes of Foundations
Shallow Foundations Types of Foundations Foundations can be classified to two major categories: Shallow. Deep. 1 Introduction If the soil stratum is suitable for supporting the structural loads from the
More informationDesign and analysis of T and inverted L beams- Theory and Examples
Design and analysis of T and inverted L beams- Theory and Examples - Dr. E. R. Latifee Reference Book: Design of Reinforced Concrete by Jack C. McCormac and Russell H. Brown, Clemson University, 9 th Edition,
More informationBjorhovde, R. Stub Girder Floor Systems Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton: CRC Press LLC, 1999
Bjorhovde, R. Stub Girder Floor Systems Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton: CRC Press LLC, 1999 Stub Girder Floor Systems Reidar Bjorhovde Department of Civil and Environmental
More informationUHPC Connection of Precast Bridge Deck
Jan L. Vitek, Metrostav, a.s. and CTU in Prague Jiri Kolisko, CTU in Prague, Klokner Institute David Citek, CTU in Prague, Klokner Institute Stanislav Rehacek, CTU in Prague, Klokner Institute Robert Coufal,
More informationMIDAS Training Series
MIDAS midas Civil Title: All-In-One Super and Sub Structure Design NAME Edgar De Los Santos / MIDAS IT United States 2016 Substructure Session 1: 3D substructure analysis and design midas Civil Session
More informationChapter 3: Torsion. Chapter 4: Shear and Moment Diagram. Chapter 5: Stresses In beams
Chapter 3: Torsion Chapter 4: Shear and Moment Diagram Chapter 5: Stresses In beams Torsion Torsion or Torque, T, put simply, is referred to as a twisting moment. θ The derived formulas are: Where: Torsional
More informationPage 53 pren (Final draft)
Page 53 SECTION 5 STRUCTURAL ANALYSIS 5.1 General provisions The purpose of analysis is to establish the distribution of either internal forces and moments, or stresses, strains and displacements, over
More informationA3D MAX FAQ. How to model column base % fixity.
A3D MAX FAQ How to model column base % fixity. 1.0 Introduction BS 5950-1:2000 Section 5.1.3 gives recommendations for modelling base stiffness and capacity. The recommendations are given in terms of proportions
More informationDesign and Construction of the SH58 Ramp A Flyover Bridge over IH70. Gregg A. Reese, PE, CE, Summit Engineering Group, Inc.
Design and Construction of the SH58 Ramp A Flyover Bridge over IH70 Gregg A. Reese, PE, CE, Summit Engineering Group, Inc., Littleton, CO ABSTRACT: The SH58 Ramp A bridge in Golden, CO is the latest on
More informationNonlinear Redundancy Analysis of Truss Bridges
Nonlinear Redundancy Analysis of Truss Bridges Analysis Report Dr. Michel Ghosn Ph.D. Graziano Fiorillo The City College of New York / CUNY SEPTEMBER 2013 Acknowledgments This section describes the redundancy
More informationFlat Slabs. d 2. A typical flat slab (without drop and column head)
1 CHAPTER Flat Slabs 1.1 INTRDUCTIN Common practice of design and construction is to support the slabs by beams and support the beams by columns. This may be called as beam-slab construction. The beams
More informationCH. 9 WOOD CONSTRUCTION
CH. 9 WOOD CONSTRUCTION PROPERTIES OF STRUCTURAL LUMBER Grading Load carrying capacity effected by: - Size and number of knots, splits & other defects - Direction of grain - Specific gravity of wood Grading
More informationDeformation Analysis of Prestressed Continuous Steel-Concrete Composite Beams
Deformation Analysis of Prestressed Continuous Steel-Concrete Composite Beams Jianguo Nie 1 ; Muxuan Tao 2 ;C.S.Cai 3 ; and Shaojing Li 4 Abstract: Deformation calculation of prestressed continuous steel-concrete
More informationEffective Length of RC Column with Spandrel Wall
Effective Length of RC Column with Spandrel Wall *Eun-Lim Baek 1), and Sang-Hoon Oh 2) and Sang-Ho Lee 3) 1), 2) Department of Architectural Engineering, Pusan National University, Busan 69-735, Korea
More informationReinforced Concrete Tilt-Up Wall Panel Analysis and Design (ACI 551)
Reinforced Concrete Tilt-Up Wall Panel Analysis and Design (ACI 551) Reinforced Concrete Tilt-Up Wall Panel Analysis and Design (ACI 551) Tilt-up is form of construction with increasing popularity owing
More informationPrecast Concrete Bearing Wall Panel Design (Alternative Analysis Method) (Using ACI )
Precast Concrete Bearing Wall Panel Design (Alternative Analysis ethod) (Using ACI 318-14) Precast Concrete Bearing Wall Panel Design (Alternative Analysis ethod) (Using ACI 318-14) A structural precast
More informationEffect of Edge Beam and Shear Wall on the Structural Behavior of Flat Plate Multistoried Building: A Computing Modeling for lateral load Analysis
Effect of Edge Beam and Shear Wall on the Structural Behavior of Flat Plate Multistoried Building: A Computing Modeling for lateral load Analysis Zasiah Tafheem 1, A.S.M Rubaiat Nahid 2, Tanzeelur Rahman
More informationDIRECT DESIGN METHOD DDM
DIRECT DESIGN METHOD DDM Load Transfer Path For Gravity Loads All gravity loads are basically Volume Loads generated due to mass contained in a volume Mechanism and path must be found to transfer these
More informationRail Track Analysis Wizard
Rail Track Analysis Wizard M I D A S I T 111-1 01 Rail Track Analysis Wizard The Rail Track Analysis Wizard builds a model that is used for checking the additional stresses and the displacements due to
More informationDesign and Rating of Steel Bridges
2014 Bentley Systems, Incorporated Parametric and Integrated Bridge Design LEAP Bridge Steel Steve Willoughby Design and Rating of Steel Bridges 2 WWW.BENTLEY.COM 2014 Bentley Systems, Incorporated 1 Discussion
More informationEVALUATION OF COLLECTOR DESIGN FOR CONCRETE DIAPHRAGMS
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska EVALUATION OF COLLECTOR DESIGN FOR CONCRETE DIAPHRAGMS J. S. LeGrue
More informationChapter. Masonry Design
Chapter Masonry Design The masonry design section contains modules for the analysis of reinforced masonry beams subjected to pure bending and unreinforced masonry walls subjected to axial compression and
More informationGeotechnical Engineering Software GEO5
Geotechnical Engineering Software GEO5 GEO5 software suite is designed to solve various geotechnical problems. The easy -to -use suite consists of individual programs with an unified and user-friendly
More informationFINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING
FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING By Benjamin M. Schlick University of Massachusetts Amherst Department of Civil and Environmental Engineering
More informationEquivalent mass, stiffness, and loading for off-centre missile impact evaluations Asadollah Bassam 1, Mohammad Amin 2, and Javad Moslemian 3
Transactions, SMiRT-23, Paper ID 168 Equivalent mass, stiffness, and loading for off-centre missile impact evaluations Asadollah Bassam 1, Mohammad Amin 2, and Javad Moslemian 3 1 Senior Structural Associate,
More informationCOMPARATIVE REPORT CYPECAD VS. ETABS
COMPARATIVE REPORT CYPECAD VS. ETABS Contents SIMPLE FRAME EXAMPLE... 3 1. Introduction... 4 2. Dimensions and applied loads... 4 3. Materials and applied design code... 5 4. Nodes... 7 5. Moment and shear
More informationVTU EDUSAT PROGRAMME Lecture Notes on Design of Stair cases
VTU EDUSAT PROGRAMME 17 2012 Lecture Notes on Design of Stair cases DESIGN OF RCC STRUCTURAL ELEMENTS - 10CV52 (PART B, UNIT 8) Dr. M. C. Nataraja Professor, Civil Engineering Department, Sri Jayachamarajendra
More informationStrengthening of hollow core precast slabs using FRP composite materials procedure, testing and rating
Strengthening of hollow core precast slabs using FRP composite materials procedure, testing and rating FLORUŢ SORIN-CODRUŢ*, NAGY-GYÖRGY TAMÁS*, STOIAN VALERIU*, DIACONU DAN* * Department of Civil Engineering
More informationNonlinear Finite Element Modeling & Simulation
Full-Scale Structural and Nonstructural Building System Performance during Earthquakes & Post-Earthquake Fire A Joint Venture between Academe, Industry and Government Nonlinear Finite Element Modeling
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 Finite element
More informationARCH 614 Note Set 12.1 S2014abn
The tributary area is a loaded area that contributes to the load on the member supporting that area, ex. the area from the center between two beams to the center of the next two beams for the full span
More informationON DRIFT LIMITS ASSOCIATED WITH DIFFERENT DAMAGE LEVELS. Ahmed GHOBARAH 1 ABSTRACT
ON DRIFT LIMITS ASSOCIATED WITH DIFFERENT DAMAGE LEVELS Ahmed GHOBARAH ABSTRACT Performance objectives in performance-based design procedures have been described in several ways according to the operational
More informationAASHTOWare BrD 6.8 Substructure Tutorial Solid Shaft Pier Example
AASHTOWare BrD 6.8 Substructure Tutorial Solid Shaft Pier Example Sta 4+00.00 Sta 5+20.00 (Pier Ref. Point) Sta 6+40.00 BL SR 123 Ahead Sta CL Brgs CL Pier CL Brgs Bridge Layout Exp Fix Exp CL Brgs Abut
More informationCircular tanks on two-parameter Wlasow s elastic subsoil
Roman Misiak, Ph.D, P.E. Civil Engineer Certified in Specialty Engineering Structures Circular tanks on two-parameter Wlasow s elastic subsoil Abstract: The calculations of concrete tanks in engineering
More informationSTEEL DECKS FOR RAIL BRIDGES
STEEL DECKS FOR RAIL BRIDGES Duncan Paterson PE PhD HDR Inc. 9987 Carver Rd Cincinnati OH 513-984-7500 duncan.paterson@hdrinc.com Steve Lorek, PE HDR Inc. 9987 Carver Rd Cincinnati OH 513-984-7500 Steve.Lorek@hdrinc.com
More informationDesign Recommendations for Steel Deck Floor Slabs
Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (1975) - 3rd International Specialty Conference on Cold-Formed Steel Structures
More informationLARSA 2000/4th Dimension: Staged Construction Analysis
LARSA 2000/4th Dimension: Staged Construction Analysis LARSA 2000/4th Dimension: Staged Construction Analysis for LARSA 2000 Finite Element Analysis and Design Software Larsa, Inc. Melville, New York,
More informationDesign of Short Span Steel Bridges
PDHonline Course S122 (3 PDH) Design of Short Span Steel Bridges Instructor: Frank Russo, Ph.D. & John C. Huang, Ph.D., PE 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone
More informationTorsion in tridimensional composite truss bridge decks
Torsion in tridimensional composite truss bridge decks André B. Almeida Instituto Superior Técnico Technical University of Lisbon Lisbon, Portugal e-mail: branco.almeida.a@gmail.com Abstract Torsion stiffness
More informationOne-Way Wide Module Joist Concrete Floor Design
One-Way Wide Module Joist Concrete Floor Design A 1 3 4 30'-0" 30'-0" 30'-0" 3' B 3' C 3' D 3' E 4" 4" (typ.) 3' F 0" 0" (typ.) Figure 1 One-Way Wide Module Joist Concrete Floor Framing System 1 Overview
More informationModelling of RC moment resisting frames with precast-prestressed flooring system
Modelling of RC moment resisting frames with precast-prestressed flooring system B.H.H. Peng, R.P. Dhakal, R.C. Fenwick & A.J. Carr Department of Civil Engineering, University of Canterbury, Christchurch.
More informationTwo-way slabs. Flat plate with or without drop panels / capitals
Two-way slabs Two-way slab behavior is described by plate bending theory which is a complex extension of beam bending. Codes of practice allow use of simplified methods for analysis and design of two-way
More informationStudy of P-Delta Effect on Tall Steel Structure
International Journal of Allied Practice, Research and Review Website: www.ijaprr.com (ISSN 2350-1294) Study of P-Delta Effect on Tall Steel Structure Neeraj Kulkarni¹, S.M.Maheswerappa², Dr.J.K.Dattatraya³
More informationThis point intends to acquaint the reader with some of the basic concepts of the earthquake engineer:
Chapter II. REVIEW OF PREVIOUS RESEARCH II.1. Introduction: The purpose of this chapter is to review first the basic concepts for earthquake engineering. It is not intended to review the basic concepts
More informationA PRODUCT FROM KANTAFLEX (INDIA) PVT LIMITED
ELASTOMERIC BRIDGE BEARING TO LATEST IRC: 83-015 (PART - II) Kanta System of Elastomeric bridge bearing is made out of Poly chloroprene rubber having low crystallization rates and adequate shelf life,
More informationCoating Effects of Cold-formed Steel Deck Slabs
Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (198) - 5th International Specialty Conference on Cold-Formed Steel Structures
More informationFundamentals of Post Tensioned Concrete Design for Buildings
Fundamentals of Post Tensioned Concrete Design for Buildings Part Three by John P. Miller Overview of This Course This is Part Two of a two-part course that covers the fundamentals of post-tensioned concrete
More informationNumerical Analysis of a Novel Piling Framed Retaining Wall System
The 12 th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) 1-6 October, 2008 Goa, India Numerical Analysis of a Novel Piling Framed Retaining
More informationCracks and Crack Control in Concrete Structures
Special Report Cracks and Crack Control in Concrete Structures Fritz Leonhardt Professor Emeritus Dr.-Ing. Dr.-Ing. h.c. mull. Consulting Engineer Stuttgart, FRG The material presented in this paper is
More informationFASTRAK Composite Beam Design
Chk'd by 1 FASTRAK Calculation FASTRAK is a design tool for composite and non-composite beams with flexible loading options, design criteria, and stud optimization and placement. This powerful tool is
More informationThe Hashemite University Department of Civil Engineering. Dr. Hazim Dwairi. Dr. Hazim Dwairi 1
Department of Civil Engineering Lecture 2.1 Methods of Prestressing Advantages of Prestressing Section remains uncracked under service loads Reduction of steel corrosion (increase durability) Full section
More informationCOMPARATIVE STUDY ON NORMAL AND SKEW BRIDGE OF PSC BOX GIRDER
IJRET: International Journal of Research in Engineering and Technology eissn: 2319-1163 pissn: 2321-738 COMPARATIVE STUDY ON NORMAL AND SKEW BRIDGE OF PSC BOX GIRDER Pranathi Reddy 1, Karuna S 2 1 Post
More information2.2E Parallam PSL Deep Beam
#TJ-7001 SPECIFIER S GUIDE 2.2E Parallam PSL Deep Beam Featuring 20" 24" Deep Trus Joist Parallam PSL Beams Ideal for multi-family and light commercial applications Offers high strength and consistent
More informationScientific Seminar Design of Steel and Timber Structures SPbU, May 21, 2015
Riga Technical University Institute of Structural Engineering and Reconstruction Scientific Seminar The research leading to these results has received the funding from Latvia state research programme under
More informationDesign Methods of Elements from Cross-Laminated Timber Subjected to Flexure
RIGA TECHNICAL UNIVERSITY INSTITUTE OF STRUCTURAL ENGINEERING AND RECONSTRUCTION A.Vilguts, D.Serdjuks, L.Pakrastins Design Methods of Elements from Cross-Laminated Timber Subjected to Flexure RIGA 2015
More informationDIVISION: METALS SECTION: STEEL DECKING REPORT HOLDER: EPIC METALS CORPORATION 11 TALBOT AVENUE RANKIN, PENNSYLVANIA 15104
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2047 Reissued 07/207 This report is subject to renewal 07/209. DIVISION: 05 00 00
More informationRelease Notes MERLIN DASH V10.8 (WIN 6.2)
LRFD Release Notes MERLIN DASH V10.8 (WIN 6.2) July 2017 1. Removed double count of skew effect for reaction. 2. Mor justified fatigue stress categories E & F report. 3. Fixed prestressed beam reportg
More informationPERFORMANCE STUDY OF RETROFITTED GRAVITY LOAD DESIGNED WALL FRAME STRUCTURES (SC-140)
PERFORMANCE STUDY OF RETROFITTED GRAVITY LOAD DESIGNED WALL FRAME STRUCTURES (SC-140) *A. Ahmed 1, K. H. Tan 1 1 Department of Civil and Environmental Engineering National University of Singapore, Singapore,
More informationREINFORCED CONCRETE WALL BOUNDARY ELEMENT LONGITUDINAL REINFORCING TERMINATION
1NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 1-, 1 Anchorage, Alaska REINFORCED CONCRETE WALL BOUNDARY ELEMENT LONGITUDINAL REINFORCING TERMINATION
More informationAnalysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico
Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico Roberto Gómez, Raul Sánchez-García, J.A. Escobar and Luis M. Arenas-García Abstract In this paper we study the
More informationIncluding RedForm LVL, RedForm-I65, I90 and I90H Joists. Lightweight for Fast Installation. Compatible with Standard Framing
FORMING AND SHORING Including RedForm LVL, RedForm-I65, I90 and I90H Joists Lightweight for Fast Installation Compatible with Standard Framing Available in Long Lengths Uniform and Predictable Resource-efficient
More informationDESIGN OF STEEL FIBRE REINFORCED CONCRETE BEAMS USING THE NEW FIB MODEL CODE 2010 AN EVALUATIVE
147 Paper No. 739 DESIGN OF STEEL FIBRE REINFORCED CONCRETE BEAMS USING THE NEW FIB MODEL CODE 2010 AN EVALUATIVE AMMAR ABID, K. B. FRANZEN 148 Ammar Abid, K. B. Franzen 72 nd Annual Session of Pakistan
More informationReinforced Concrete Design. A Fundamental Approach - Fifth Edition
CHAPTER REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition Fifth Edition REINFORCED CONCRETE A. J. Clark School of Engineering Department of Civil and Environmental Engineering
More informationDISPLACEMENT-BASED SEISMIC DESIGN OF CONCRETE BRIDGES
DISPLACEMENT-BASED SEISMIC DESIGN OF CONCRETE BRIDGES V.G. Bardakis 1 and M.N. Fardis 2 1 Post-Doctoral Researcher, Structures Lab, Dept. of Civil Engineering, University of Patras, Patras,Greece 2 Professor
More informationTREATMENT OF BEAMS IN FLOOR PRO
Structural Concrete Software System TN255_beam_treatment_in_FP_10 062507 TREATMENT OF BEAMS IN FLOOR PRO First draft FLOOR-Pro program is capable of simulating the treatment of the structural components
More informationComprehensive Update to AASHTO LRFD Provisions for Flexural Design of Bridge I-Girders. D.W. White 1 and M.A. Grubb 2
Comprehensive Update to AASHTO LRFD Provisions for Flexural Design of Bridge I-Girders D.W. White 1 and M.A. Grubb 2 1 School of Civil and Environmental Engineering, Georgia Institute of Technology, 790
More informationPile to Slab Bridge Connections
Pile to Slab Bridge Connections Mohamed I. Ayoub 1, David H. Sanders 2 and Ahmed Ibrahim 3 Abstract Slab bridges are a common bridge type, where the pile extends directly from the ground to the superstructure.
More informationAASHTOWare BrR 6.8 Steel Tutorial Steel Plate Girder Using LRFR Engine
AASHTOWare BrR 6.8 Steel Tutorial Steel Plate Girder Using LRFR Engine STL6 - Two Span Plate Girder Example 1'-6" 37'-0" 34'-0" 1'-6" 8 1/2" including 1/2" integral wearing surface FWS @ 25 psf 3'-6" 3
More informationUnit 48: Structural Behaviour and Detailing for Construction. Limit State Design
2.1 Introduction Limit State Design Limit state design of an engineering structure must ensure that (1) under the worst loadings the structure is safe, and (2) during normal working conditions the deformation
More informationSTUDY ON TALL BUILDING STRUCTURE ANALYSIS
STUDY ON TALL BUILDING STRUCTURE ANALYSIS Liu Huafeng 1, Zhao Ning 2 ABSTRACT TBSA (Tall Building Structure Analysis) is a three-dimension analysis program for tall buildings based on a member structure
More informationMOMENT REDISTRIBUTION IN CONTINUOUS BEAMS OF EARTHQUAKE RESISTANT MULTISTOREY REINFORCED CONCRETE FRAMES
205 MOMENT REDISTRIBUTION IN CONTINUOUS BEAMS OF EARTHQUAKE RESISTANT MULTISTOREY REINFORCED CONCRETE FRAMES T. Paulay* ABSTRACT To allow a more uniform and efficient distribution of load resistance in
More informationSEISMIC VULNERABILITY ASSESSMENT OF STEEL PIPE SUPPORT STRUCTURES
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska SEISMIC VULNERABILITY ASSESSMENT OF STEEL PIPE SUPPORT STRUCTURES
More informationConcrete Frame Design Manual
Concrete Frame Design Manual BS 8110-1997 Concrete Frame Design Manual British Standard for Structural Use of Concrete BS 8110-1997 For ETABS 2016 ISO ETA122815M22 Rev. 0 Proudly Developed in the United
More informationFigure: Grid or Waffle slab
Two Way Beam Supported Slab References: 1. Design of. Reinforced Concrete, 2014, 9 th Edition, ACI 318-11 Code Edition, by Jack C. McCormac. Clemson University. Russell H. Brown. Clemson University 2.
More informationThe Pennsylvania State University. The Graduate School. College of Engineering EVALUATION OF BRACING SYSTEMS IN HORIZONTALLY CURVED STEEL I-
The Pennsylvania State University The Graduate School College of Engineering EVALUATION OF BRACING SYSTEMS IN HORIZONTALLY CURVED STEEL I- GIRDER BRIDGES A Dissertation in Civil Engineering by Mohammadreza
More information