Declaration of Performance
|
|
|
- Scarlett Hopkins
- 5 years ago
- Views:
Transcription
1 Styrozone T N300/H350/N500/N CPR.STYROZON.T Unique identification code of the product-type: STYROZON T H350 Harmonised technical specification: BS-N Notified body/ies: AFITI LICOF.NB CDX NB 1169.CIS.NB 1722 ssential characteristics R D ((m².k)/w) d N 30mm d N 160mm Refer to ML for more details* d N d N Thickness tolerance d N >50 d N dn > 120mm T1-2 +3mm T1; mm ± 8.0mm ± 10.0mm ± 8.0mm ± 10.0mm Squareness Length Width Flatness does not change with time Deformation under specified compressive load and temperature conditions Compressive stress or compressive CS(10\Y)300 strength Tensile / Flexural strength Tensile strength perpendicular to faces Durability of compressive strength against ageing / degradation Long term water absorption by total WL(T)0.7 immersion Freeze thaw resistance by : No Determined performance is issued, in accordance with Regulation (U) No 305/2011, under the sole responsibility of the manufacturer
2 Pembridge,ngland,UK Styrozone T N300/H350/N500/N CPR.STYROZON.T Unique identification code of the product-type: STYROZON T N300 Harmonised technical specification: BS-N Notified body/ies: AFITI LICOF.NB CDX NB 1169.CIS.NB 1722 ssential characteristics R D ((m².k)/w) d N 50mm 1.15 d N 200mm 3.15 Refer to ML for more details* d N d N Thickness tolerance d N >50 d N T1-2 +3mm ± 8.0mm ± 10.0mm ± 8.0mm ± 10.0mm squareness Length Width Flatness does not change with time Deformation under specified compressive load and temperature conditions Compressive stress or CS(10\Y)300 compressive strength Tensile / Flexural strength Tensile strength perpendicular to faces Durability of compressive strength against ageing / degradation Long term water absorption by WL(T)0.7 total immersion Freeze thaw resistance by FTCD1
3 : No Determined performance is issued, in accordance with Regulation (U) No 305/2011, under the sole responsibility of the manufacturer Pembridge,ngland UK Styrozone T N300/N500/N CPR.STYROZON.T Unique identification code of the product-type: STYROZON T N500T Harmonised technical specification: BS-N Notified body/ies: AFITI LICOF.NB CDX NB 1169.CIS.NB 1722 ssential characteristics R D ((m².k)/w) d N 50mm d N 200mm Refer to ML for more details* d N d N Thickness tolerance d N >50 d N T1-2 +3mm ±8 ±8 ±10 ±10 Squareness Flatness does not change with time Deformation under specified compressive load and temperature conditions Compressive stress or compressive CS(10\Y)500 strength Tensile / Flexural strength Tensile strength perpendicular to faces
4 Durability of compressive strength against ageing / degradation Long term water absorption by total WL(T)0.7 immersion Freeze thaw resistance by FTCD1 : No Determined performance is issued, in accordance with Regulation (U) No 305/2011, under the sole responsibility of the manufacturer Pembridge,ngland,UK Styrozone T N300/N500/N700
5 1000.CPR.STYROZON.T Unique identification code of the product-type: STYROZON T N700F Harmonised technical specification: BS-N Notified body/ies: AFITI LICOF.NB CDX NB 1169.CIS.NB 1722 ssential characteristics R D ((m².k)/w) d N 60mm d N 100mm Refer to ML for more details* d N 60 d N Thickness tolerance d N >50 d N T1-2 +3mm Squareness Length Width ± 8.0mm ± 10.0mm ± 8.0mm ± 10.0mm flatness does not change with time Deformation under specified compressive load and temperature conditions Compressive stress or compressive CS(10\Y)700 strength Tensile / Flexural strength Tensile strength perpendicular to faces Durability of compressive strength against ageing / degradation Long term water absorption by total WL(T)0.7 immersion Freeze thaw resistance by FTCD1 : No Determined performance is issued, in accordance with Regulation (U) No 305/2011, under the sole responsibility of the manufacturer
6 Pembridge,ngland,UK
Lecture 15 Strain and stress in beams
Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME
Samantha Ramirez, MSE
Samantha Ramirez, MSE Centroids The centroid of an area refers to the point that defines the geometric center for the area. In cases where the area has an axis of symmetry, the centroid will lie along
GENERAL PROPERTIES OF FLOMAT SHEET MOULDING COMPOUND
PAGE: 1 OF 5 PROPERTY TEST METHOD UNITS 512/20 513/15 514/15 515/15 516/25 DENSITY BS-2782-PART 5-509A-1970 gm/cc 1.70-1.90 1.70-1.90 1.70-1.90 1.70-1.90 1.70-1.90 MOULD SHRINKAGE BS-2782-PART 6-640A-1979
Physical Properties Testing Technical Bulletin
Technical Bulletin MANUFACTURER Raven Lining Systems 13105 E. 61 st Street, Suite A Broken Arrow, OK 74012 (918) 615-0020 TENSILE TESTING OF PLASTICS ASTM D638, ISO 527 Tensile tests measure the force
STEEL. General Information
General Information General Information TYPICAL STRESS-STRAIN CURVE Below is a typical stress-strain curve. Each material has its own unique stress-strain curve. Tensile Properties Tensile properties indicate
[8] Bending and Shear Loading of Beams
![[8] Bending and Shear Loading of Beams](/thumbs/92/110949676.jpg "[8] Bending and Shear Loading of Beams")
[8] Bending and Shear Loading of Beams Page 1 of 28 [8] Bending and Shear Loading of Beams [8.1] Bending of Beams (will not be covered in class) [8.2] Bending Strain and Stress [8.3] Shear in Straight
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of Civil Engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module-13 LECTURE-
COMPARING LABORATORY AND FIELD DURABILITY TESTING OF STONE Accelerated Weathering Testing of Stone
COMPARING LABORATORY AND FIELD DURABILITY TESTING OF STONE Accelerated Weathering Testing of Stone B. WONNEBERGER AND S. A. BORTZ Wiss, Janney, Elstner Associates, Inc., Northbrook, Illinois, USA 60062
CHAPTER- 7 DURABILITY STUDIES ON SELF COMPACTING CONCRETE WITH GGBS AND RHA
270 CHAPTER- 7 DURABILITY STUDIES ON SELF COMPACTING CONCRETE WITH GGBS AND RHA 7.0 INTRODUCTION Self-compacting concrete cubes of 100 mm x 100 mm size are cast with eight selected mixes of concrete and
Geology 229 Engineering and Environmental Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6)
Geology 229 Engineering and Environmental Geology Lecture 5 Engineering Properties of Rocks (West, Ch. 6) Outline of this Lecture 1. Triaxial rock mechanics test Mohr circle Combination of Coulomb shear
Sylodyn Material Data Sheet
NF Sylodyn Material Data Sheet Material Colour closed cellular polyurethane violet Standard Sylodyn range Standard dimensions on stock Thickness:. mm with Sylodyn NF mm with Sylodyn NF Rolls:. m wide,.
PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC.
BENDING STRESS The effect of a bending moment applied to a cross-section of a beam is to induce a state of stress across that section. These stresses are known as bending stresses and they act normally
Sylodyn Material Data Sheet
NB Sylodyn Material Data Sheet Material Colour closed cellular polyurethane red Standard Sylodyn range Standard dimensions on stock Thickness:. mm with Sylodyn NB mm with Sylodyn NB Rolls:. m wide,. m
Activity Testing and expert evaluation of construction mixtures test protocols
Institute of Construction and Architecture Slovak Academy of Sciences Dúbravská cesta 9, 845 03 Bratislava 45, Slovakia Tel., Fax: +421-2-54 77 35 48 Projekt HolzSchaBe. N 00037 Activity 2.2.8. Testing
Springs Lecture 3. Extension Springs
Springs Lecture 3 Extension Springs Carry tensile loading Extension springs Max. Normal stress at A due to Bending and Axial loading σ A K A 6D 4 F K A + 3 πd πd 4C 4C C ( C ) r d C Max. torsional stress
Sylodyn Material Data Sheet
ND Sylodyn Material Data Sheet Material Colour closed cellular polyurethane green Standard Sylodyn range Standard dimensions on stock Thickness:. mm with Sylodyn ND mm with Sylodyn ND Rolls:. m wide,.
MECHANICS LAB AM 317 EXP 3 BENDING STRESS IN A BEAM
MECHANICS LAB AM 37 EXP 3 BENDING STRESS IN A BEAM I. OBJECTIVES I. To compare the experimentally determined stresses in a beam with those predicted from the simple beam theory (a.k.a. Euler-Bernoull beam
Sylodyn NB. Material: Colour: Standard Sylodyn range. mixed cellular polyurethane red
NB Material: Colour: mixed cellular polyurethane red Standard Sylodyn range Area of application: compression load deflection (depending on shape factor) Static load limit: up to 75 N/mm 2 approx. 7% Operating
Experiences with the use of the Rock Manual, 2 nd edition, and EN13383 in selecting appropriate test methods and frequencies
Experiences with the use of the Rock Manual, 2 nd edition, and EN13383 in selecting appropriate test methods and frequencies Sigurdur Sigurdarson Icelandic Maritime Administration 1 Outline Projects are
CONNECTION DESIGN. Connections must be designed at the strength limit state
CONNECTION DESIGN Connections must be designed at the strength limit state Average of the factored force effect at the connection and the force effect in the member at the same point At least 75% of the
Mechanics in Energy Resources Engineering - Chapter 5 Stresses in Beams (Basic topics)
Week 7, 14 March Mechanics in Energy Resources Engineering - Chapter 5 Stresses in Beams (Basic topics) Ki-Bok Min, PhD Assistant Professor Energy Resources Engineering i Seoul National University Shear
Standard Sylodyn range. Material: Colour: mixed cellular polyurethane green
ND Material: Colour: mixed cellular polyurethane green Standard Sylodyn range Area of application: compression load deflection (depending on shape factor) Static load limit: up to.3 N/mm approx. 1% Operating
Qualification Test Report. Modular Plugs, Unshielded and Shielded
Qualification Test Report 501-131013 26 JAN 16 Rev. A Modular Plugs, Unshielded and Shielded 1. INTRODUCTION 1.1. Purpose Testing was performed on modular plugs to determine their conformance to the requirements
Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Local buckling is an extremely important facet of cold formed steel
5.3 Local buckling Local buckling is an extremely important facet of cold formed steel sections on account of the fact that the very thin elements used will invariably buckle before yielding. Thinner the
STRAIN. Normal Strain: The elongation or contractions of a line segment per unit length is referred to as normal strain denoted by Greek symbol.
STRAIN In engineering the deformation of a body is specified using the concept of normal strain and shear strain whenever a force is applied to a body, it will tend to change the body s shape and size.
This procedure covers the determination of the moment of inertia about the neutral axis.
327 Sample Problems Problem 16.1 The moment of inertia about the neutral axis for the T-beam shown is most nearly (A) 36 in 4 (C) 236 in 4 (B) 136 in 4 (D) 736 in 4 This procedure covers the determination
MECE 3321: Mechanics of Solids Chapter 6
MECE 3321: Mechanics of Solids Chapter 6 Samantha Ramirez Beams Beams are long straight members that carry loads perpendicular to their longitudinal axis Beams are classified by the way they are supported
Strain Gage Calibration Factors for Constant Room Temperature Conditions. Gage Resistance, Gage Factor and Transverse Sensitivity Coefficient)
Strain Gage Calibration Factors for Constant Room Temperature Conditions (Or equivalently, measurement of the room temperature (Or equivalently, measurement of the room temperature Gage Resistance, Gage
Chapter Two: Mechanical Properties of materials
Chapter Two: Mechanical Properties of materials Time : 16 Hours An important consideration in the choice of a material is the way it behave when subjected to force. The mechanical properties of a material
SERVICEABILITY LIMIT STATE DESIGN
CHAPTER 11 SERVICEABILITY LIMIT STATE DESIGN Article 49. Cracking Limit State 49.1 General considerations In the case of verifications relating to Cracking Limit State, the effects of actions comprise
Impulsive loading on reinforced concrete slabs - blast loading function N. Duranovic & A.J. Watson Department of Civil and Structural Engineering,
Impulsive loading on reinforced concrete slabs - blast loading function N. Duranovic & A.J. Watson Department of Civil and Structural Engineering, University of Sheffield, UK ABSTRACT This paper describes
Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes
October 2014 Influence of residual stresses in the structural behavior of Abstract tubular columns and arches Nuno Rocha Cima Gomes Instituto Superior Técnico, Universidade de Lisboa, Portugal Contact:
Tension Members. ENCE 455 Design of Steel Structures. II. Tension Members. Introduction. Introduction (cont.)
ENCE 455 Design of Steel Structures II. Tension Members C. C. Fu, Ph.D., P.E. Civil and Environmental Engineering Department University of Maryland Tension Members Following subjects are covered: Introduction
The Strain Gauge. James K Beard, Ph.D. Rowan Hall Auditorium November 2, 2006
The Strain Gauge James K Beard, Ph.D. Rowan Hall Auditorium beard@rowan.edu http://rowan.jkbeard.com November 2, 2006 What is Strain? Strain is elongation or deformation of a solid body due to forces applied
Numerical Analysis of Composite Panels in the Post-Buckling Field taking into account Progressive Failure
Copyright c 007 ICCES ICCES, vol.1, no.3, pp.93-98, 007 Numerical Analysis of Composite Panels in the Post-Buckling Field taking into account Progressive Failure C. Bisagni 1 Summary The research here
Flexible Mechanical Elements
lexible Mechanical Elements INTRODUCTION Belts, ropes, chains, and other similar elastic or flexible machine elements are used in conveying systems and in the transmission of power over comparatively long
New model for Shear Failure of R/C Beam-Column Joints. Hitoshi Shiohara
New model for Shear Failure of R/ Beam-olumn Joints Hitoshi Shiohara Dept. of Architectural Engineering, The University of Tokyo, Tokyo 3-8656, Japan; PH +8(3)584-659; FAX+8(3)584-656; email:shiohara@arch.t.u-tokyo.ac.jp
Jeff Brown Hope College, Department of Engineering, 27 Graves Pl., Holland, Michigan, USA UNESCO EOLSS
MECHANICS OF MATERIALS Jeff Brown Hope College, Department of Engineering, 27 Graves Pl., Holland, Michigan, USA Keywords: Solid mechanics, stress, strain, yield strength Contents 1. Introduction 2. Stress
Combined Stresses and Mohr s Circle. General Case of Combined Stresses. General Case of Combined Stresses con t. Two-dimensional stress condition
Combined Stresses and Mohr s Circle Material in this lecture was taken from chapter 4 of General Case of Combined Stresses Two-dimensional stress condition General Case of Combined Stresses con t The normal
Wikipedia.org BUILDING STONES. Chapter 4. Materials of Construction-Building Stones 1
Wikipedia.org BUILDING STONES Chapter 4 Materials of Construction-Building Stones 1 What is Stone? Stone is a concretion of mineral matter. Used either as a; Construction material, Manufacture of other
Lap splice length and details of column longitudinal reinforcement at plastic hinge region
Lap length and details of column longitudinal reinforcement at plastic hinge region Hong-Gun Park 1) and Chul-Goo Kim 2) 1), 2 Department of Architecture and Architectural Engineering, Seoul National University,
Material subjected to combined direct and shear stresses:
Material subjected to combined direct and shear stresses: Now consider a complex stress system shown below, acting on an element of material. The stresses x and y may be compressive or tensile and may
CHAPTER -6- BENDING Part -1-
Ishik University / Sulaimani Civil Engineering Department Mechanics of Materials CE 211 CHAPTER -6- BENDING Part -1-1 CHAPTER -6- Bending Outlines of this chapter: 6.1. Chapter Objectives 6.2. Shear and
Design of AAC wall panel according to EN 12602
Design of wall panel according to EN 160 Example 3: Wall panel with wind load 1.1 Issue Design of a wall panel at an industrial building Materials with a compressive strength 3,5, density class 500, welded
Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC
Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI-01-031 Federal Highway Administration Washington, DC Geotechnical Site Characterization July 2001 by Paul W. Mayne,
FHWA Bridge Design Guidance No. 1 Revision Date: July 21, Load Rating Evaluation of Gusset Plates in Truss Bridges
FHWA Bridge Design Guidance No. 1 Revision Date: July 21, 2008 Load Rating Evaluation of Gusset Plates in Truss Bridges By Firas I. Sheikh Ibrahim, PhD, PE Part B Gusset Plate Resistance in Accordance
Experimental Study on Durability and Mechanical Properties of Basalt Fiber Reinforced Concrete under Sodium Sulfate Erosion
961 A publication of CHEMICAL ENGINEERING TRANSACTIONS VOL. 62, 2017 Guest Editors: Fei Song, Haibo Wang, Fang He Copyright 2017, AIDIC Servizi S.r.l. ISBN 978-88-95608-60-0; ISSN 2283-9216 The Italian
Hilti HSV-F Stud anchor
Product Data Sheet Hilti Anchor version Benefits torque-controlled mechanical expansion allows immediate load application HSV-F Carbon steel, hot dipped galvanised, min 42 microns coating thickness setting
N = Shear stress / Shear strain
UNIT - I 1. What is meant by factor of safety? [A/M-15] It is the ratio between ultimate stress to the working stress. Factor of safety = Ultimate stress Permissible stress 2. Define Resilience. [A/M-15]
Laith Batarseh. internal forces
Next Previous 1/8/2016 Chapter seven Laith Batarseh Home End Definitions When a member is subjected to external load, an and/or moment are generated inside this member. The value of the generated internal
Measurements for the prediction of perceived product quality (MONAT)
Measurements for the prediction of perceived product quality (MONAT) Measurements for the prediction of perceived product quality (MONAT) Measurement of Naturalness EC Framework VI Project Properties for
BS-ISO helical gear fatigue life estimation and debris analysis validation
BS-ISO helical gear fatigue life estimation and debris analysis validation Muhammad Ali Khan 1, a, Dennis Cooper 2 and Andrew Starr 1 1 Extreme loading and design research group, School of Mechanical,
POLITECNICO DI TORINO
Dipartimento di Ingegneria del Territorio, dell Ambiente e delle Geotecnologie April, 11 2007 The Scientific Coordinator: (Dott. Paola Marini) REPORT LM/KP_04/07in REPORT ON DETERMINATION OF PHYSICAL AND
The Islamic University of Gaza Department of Civil Engineering ENGC Design of Spherical Shells (Domes)
The Islamic University of Gaza Department of Civil Engineering ENGC 6353 Design of Spherical Shells (Domes) Shell Structure A thin shell is defined as a shell with a relatively small thickness, compared
Testing of Lincolnshire Limestone. Prepared for: Phil Kerry Goldholme Stone Ltd. Irnham Grange Irnham Road Corby Glen Grantham Lincolnshire NG 33 4 NE
Testing of Lincolnshire Limestone Prepared for: Phil Kerry Goldholme Stone Ltd. Irnham Grange Irnham Road Corby Glen Grantham Lincolnshire NG 33 4 NE 25 th July 2013 Test report number 287818-3 Prepared
Construction aggregates : evaluation and specification Clive Mitchell Industrial Minerals Specialist
Construction aggregates : evaluation and specification Clive Mitchell Industrial Minerals Specialist Outline of presentation Minerals at the British Geological Survey Particle size, shape & density Strength
What is a Strain Gauge? Strain Gauge. Schematic View Of Strain Gauge
( ) : 1391-92 92 What is Strain? Strain is the amount of deformation of a body due to an applied force. More specifically, strain (ε) is defined as the fractional change in length. Strain can be positive
Lecture Slides. Chapter 14. Spur and Helical Gears
Lecture Slides Chapter 14 Spur and Helical Gears The McGraw-Hill Companies 2012 Chapter Outline Cantilever Beam Model of Bending Stress in Gear Tooth Fig. 14 1 Lewis Equation Lewis Equation Lewis Form
TEST REPORT No. : XMML Date : Apr. 26, 2010 Page : 1 of 15
Page : 1 of 15 COSMOS GRANITE & MARBLE 501 S. NEW HOPE ROAD, RALEIGH, NC 27610 USA The following sample(s) was/were submitted and identified on behalf of the client as: Sample Name : SL2001 SGS Ref. No.
PFA HP Plus GBK Lining Sheet
Safeguarding process purity Dupont has enhanced Teflon PFA HP in such a way that gives Teflon PFA HP Plus the same unsurpassed purity but have improved mechanical toughness and stress crack resistance,
CONCRETE IN THE MIDDLE EAST
CONCRETE IN THE MIDDLE EAST ALKALI REACTIVITY IN CONCRETE STRUCTURES Presented by : Eng. ELIE J. SFEIR INTRODUCTION What is the Alkali-Reactivity? The alkali reaction is a chemical reaction between some
Lecture #8: Ductile Fracture (Theory & Experiments)
Lecture #8: Ductile Fracture (Theory & Experiments) by Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling of Materials in Manufacturing 2015 1 1 1 Ductile
Implementation of a multi-axial loading path material characterization system
Implementation of a multi-axial loading path material characterization system John C Hermanson 1 John G Michopoulos 2 Tomanari Furukawa 3 Samuel G. Lambrakos 2 1. USDA Forest Products Laboratory 2. Naval
ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING
ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING QUESTION BANK FOR THE MECHANICS OF MATERIALS-I 1. A rod 150 cm long and of diameter 2.0 cm is subjected to an axial pull of 20 kn. If the modulus
Appendix K Design Examples
Appendix K Design Examples Example 1 * Two-Span I-Girder Bridge Continuous for Live Loads AASHTO Type IV I girder Zero Skew (a) Bridge Deck The bridge deck reinforcement using A615 rebars is shown below.
CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES
CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES * Governing equations in beam and plate bending ** Solution by superposition 1.1 From Beam Bending to Plate Bending 1.2 Governing Equations For Symmetric
4. BEAMS: CURVED, COMPOSITE, UNSYMMETRICAL
4. BEMS: CURVED, COMPOSITE, UNSYMMETRICL Discussions of beams in bending are usually limited to beams with at least one longitudinal plane of symmetry with the load applied in the plane of symmetry or
7 TRANSVERSE SHEAR transverse shear stress longitudinal shear stresses
7 TRANSVERSE SHEAR Before we develop a relationship that describes the shear-stress distribution over the cross section of a beam, we will make some preliminary remarks regarding the way shear acts within
SSNV235 - Law of behavior KIT_RGI : Influence of the temperature in the evolution of creep
Titre : SSNV235 - Loi de comportement KIT_RGI : Influence [...] Date : 17/07/2015 Page : 1/8 SSNV235 - Law of behavior KIT_RGI : Influence of the temperature in the evolution of creep Summary: This document
ME 243. Mechanics of Solids
ME 243 Mechanics of Solids Lecture 2: Stress and Strain Ahmad Shahedi Shakil Lecturer, Dept. of Mechanical Engg, BUET E-mail: sshakil@me.buet.ac.bd, shakil6791@gmail.com Website: teacher.buet.ac.bd/sshakil
Chapter Objectives. Copyright 2011 Pearson Education South Asia Pte Ltd
Chapter Objectives To generalize the procedure by formulating equations that can be plotted so that they describe the internal shear and moment throughout a member. To use the relations between distributed
DECLARATION OF PERFORMANCE No. 37/X-PIR/OBO
DoP 37/X-/OBO (EN) Page 1/6 DECLARATION OF PERFORMANCE No. 37/X-/OBO 1. Unique identification code of product-type: Sandwich panel SP2B X-, SP2B X- ENERGY, SP2E X-, SP2E X- ENERGY with polyisocyanurate
Detailing. Lecture 9 16 th November Reinforced Concrete Detailing to Eurocode 2
Detailing Lecture 9 16 th November 2017 Reinforced Concrete Detailing to Eurocode 2 EC2 Section 8 - Detailing of Reinforcement - General Rules Bar spacing, Minimum bend diameter Anchorage of reinforcement
deflection approx. 7 %** approx. 20 %** approx. 80 %** DIN EN ISO 527-3/5/100* DIN EN ISO 527-3/5/100* DIN 53515* DIN Getzner Werkstoffe
sylomer G Material Colour mixed cellular polyurethane yellow Standard Sylomer range Standard dimensions on stock thickness: with Sylomer G12 with Sylomer G25 rolls: 1.5 m wide, 5.0 m long stripes: max.
Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar
5.10 Examples 5.10.1 Analysis of effective section under compression To illustrate the evaluation of reduced section properties of a section under axial compression. Section: 00 x 80 x 5 x 4.0 mm Using
POST-PEAK BEHAVIOR OF FRP-JACKETED REINFORCED CONCRETE COLUMNS
POST-PEAK BEHAVIOR OF FRP-JACKETED REINFORCED CONCRETE COLUMNS - Technical Paper - Tidarut JIRAWATTANASOMKUL *1, Dawei ZHANG *2 and Tamon UEDA *3 ABSTRACT The objective of this study is to propose a new
Multi Disciplinary Delamination Studies In Frp Composites Using 3d Finite Element Analysis Mohan Rentala
Multi Disciplinary Delamination Studies In Frp Composites Using 3d Finite Element Analysis Mohan Rentala Abstract: FRP laminated composites have been extensively used in Aerospace and allied industries
APPLICATION OF NON-LINEAR ULTRASONIC SPECTROSCOPY TO NON-DESTRUCTIVE TESTING IN CIVIL ENGINEERING
The 10 th International Conference of the Slovenian Society for Non-Destructive Testing»Application of Contemporary Non-Destructive Testing in Engineering«September 1-3, 2009, Ljubljana, Slovenia, 135-141
EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD
Journal of KONES Powertrain and Transport, Vol. 7, No. EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD Robert Czabanowski Wroclaw University
06 - concept of stress concept of stress concept of stress concept of stress. me338 - syllabus. definition of stress
holzapfel nonlinear solid mechanics [2000], chapter 3, pages 109-129 holzapfel nonlinear solid mechanics [2000], chapter 3, pages 109-129 1 2 me338 - syllabus definition of stress stress [ stres] is a
CFC, HCFC free, GWP zero thermal insulation in the form of tubes, sheets, coils and self-adhesive tape, a Flexible Elastomeric Foam product complying
CFC, HCFC free, GWP zero thermal insulation in the form of tubes, sheets, coils and self-adhesive tape, a Flexible Elastomeric Foam product complying with the European standard EN. EUROBATEX is a closed
REPORT TO D-FLEX LTD APRIL 2009 REPORT. (to D-Flex Ltd, NWDA Innovation Vouchers Award, 28 April 2009)
REPORT (to D-Flex Ltd, NWDA Innovation Vouchers Award, 28 April 2009) Finite Element Modelling of Rigidity of Fishing Rods with Various Cross-sections Report to D-Flex Ltd by Z Guan Department of Engineering,
Strength of Materials Prof. S.K.Bhattacharya Dept. of Civil Engineering, I.I.T., Kharagpur Lecture No.26 Stresses in Beams-I
Strength of Materials Prof. S.K.Bhattacharya Dept. of Civil Engineering, I.I.T., Kharagpur Lecture No.26 Stresses in Beams-I Welcome to the first lesson of the 6th module which is on Stresses in Beams
Part 7. Nonlinearity
Part 7 Nonlinearity Linear System Superposition, Convolution re ( ) re ( ) = r 1 1 = r re ( 1 + e) = r1 + r e excitation r = r() e response In the time domain: t rt () = et () ht () = e( τ) ht ( τ) dτ
QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS
QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State Hooke s law. 3. Define modular ratio,
Unit Workbook 1 Level 4 ENG U8 Mechanical Principles 2018 UniCourse Ltd. All Rights Reserved. Sample
Pearson BTEC Levels 4 Higher Nationals in Engineering (RQF) Unit 8: Mechanical Principles Unit Workbook 1 in a series of 4 for this unit Learning Outcome 1 Static Mechanical Systems Page 1 of 23 1.1 Shafts
Stress analysis of deflection analysis flexure and obif Vertical Load orientation
Stress analysis of deflection analysis flexure and obif Vertical Load orientation Note: Do not base your design decisions solely on the data presented in this report. Use this information in conjunction
Materials and Structures. Indian Institute of Technology Kanpur
Introduction to Composite Materials and Structures Nachiketa Tiwari Indian Institute of Technology Kanpur Lecture 36 Hygrothermal Stresses in Plates Lecture Overview Introduction Hygrothermal Strains Stiffness
Code_Aster. SSNP161 Biaxial tests of Kupfer
Titre : SSNP161 Essais biaxiaux de Kupfer Date : 10/10/2012 Page : 1/8 SSNP161 Biaxial tests of Kupfer Summary: Kupfer [1] is interested to characterize the performances of the concrete under biaxial loadings.
Chapter 3. Inertia. Force. Free Body Diagram. Net Force. Mass. quantity of matter composing a body represented by m. units are kg
Chapter 3 Mass quantity of matter composing a body represented by m Kinetic Concepts for Analyzing Human Motion units are kg Inertia tendency to resist change in state of motion proportional to mass has
This is the accepted version of a paper presented at 2014 IEEE Electrical Insulation Conference (EIC).
http://www.diva-portal.org Postprint This is the accepted version of a paper presented at 2014 IEEE Electrical Insulation Conference (EIC). Citation for the original published paper: Girlanda, O., Tjahjanto,
PHYSICO-MECHANICAL PROPERTIES OF ROCKS LECTURE 2. Contents
PHYSICO-MECHANICAL PROPERTIES OF ROCKS LECTURE 2 Contents 2.1 Introduction 2.2 Rock coring and logging 2.3 Physico-mechanical properties 2.3.1 Physical Properties 2.3.1.1 Density, unit weight and specific
- Rectangular Beam Design -
Semester 1 2016/2017 - Rectangular Beam Design - Department of Structures and Material Engineering Faculty of Civil and Environmental Engineering University Tun Hussein Onn Malaysia Introduction The purposes
QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A
DEPARTMENT: CIVIL SUBJECT CODE: CE2201 QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State
Chapter 6: Mechanical Properties of Metals. Dr. Feras Fraige
Chapter 6: Mechanical Properties of Metals Dr. Feras Fraige Stress and Strain Tension Compression Shear Torsion Elastic deformation Plastic Deformation Yield Strength Tensile Strength Ductility Toughness
Mechanics of Materials CIVL 3322 / MECH 3322
Mechanics of Materials CIVL 3322 / MECH 3322 2 3 4 5 6 7 8 9 10 A Quiz 11 A Quiz 12 A Quiz 13 A Quiz 14 A Quiz 15 A Quiz 16 In Statics, we spent most of our time looking at reactions at supports Two variations
External Pressure... Thermal Expansion in un-restrained pipeline... The critical (buckling) pressure is calculated as follows:
External Pressure... The critical (buckling) pressure is calculated as follows: P C = E. t s ³ / 4 (1 - ν ha.ν ah ) R E ³ P C = Critical buckling pressure, kn/m² E = Hoop modulus in flexure, kn/m² t s
CIVL222 STRENGTH OF MATERIALS. Chapter 6. Torsion
CIVL222 STRENGTH OF MATERIALS Chapter 6 Torsion Definition Torque is a moment that tends to twist a member about its longitudinal axis. Slender members subjected to a twisting load are said to be in torsion.
Deep Immersed Tunnel Subjected to Fault Rupture Deformation + Strong Seismic Shaking
Nickolas Ambraseys Memorial Symposium Deep Immersed Tunnel Subjected to Fault Rupture Deformation + Strong Seismic Shaking George Gazetas, N.T. Univ. of Athens Ioannis Anastasopoulos, Univ. of Dundee Rallis
High Ohmic/High Voltage Resistors
High Ohmic/High Voltage Resistors VR68 A metal glazed film is deposited on a high grade ceramic body. After a helical groove has been cut in the resistive layer, tinned electrolytic copper wires are welded