# Design MEMO 54a Reinforcement design for RVK 41

Save this PDF as:

Size: px
Start display at page:

## Transcription

1 Page of 5 CONTENTS PART BASIC ASSUMTIONS... 2 GENERAL... 2 STANDARDS... 2 QUALITIES... 3 DIMENSIONS... 3 LOADS... 3 PART 2 REINFORCEMENT... 4 EQUILIBRIUM... 4

2 Page 2 of 5 PART BASIC ASSUMTIONS GENERAL The following calculations of anchorage of the units and the corresponding reinforcement must be considered as an example illustrating the design model. It must always be checked that the forces from the anchorage reinforcement can be transferred to the main reinforcement of the concrete components. The recoended reinforcement includes only the reinforcement necessary to anchor the unit to the concrete. In the vicinity of the unit the element must be designed for the force R. STANDARDS The calculations are carried out in accordance with: Eurocode 2: Design of concrete structures. Part : General rules and rules for buildings. Eurocode 3: Design of steel structures. Part : General rules and rules for buildings. Eurocode 3: Design of steel structures. Part 8: Design of joints. EN 0080: Steel for the reinforcement of concrete. Weldable reinforcing steel. General. For all NDPs (Nationally Determined Parameter) in the Eurocodes the recoended values are used. NDP s are as follows: Parameter c s α cc α ct C Rd,c v min k Recoended value Table : NDP s in EC k /3 f ck /2 0.5 Parameter M0 M M2 Recoended value Table 2: NDP s in EC 3.

3 Page 3 of 5 QUALITIES Concrete grade C35/45: f ck = 35,0 MPa EC2, Table 3. f cd = α cc f ck /γ c = 35/,5 = 23,3 MPa EC2, Pt.3.5 f ctd = α ct f ctk,0,05 /γ c = 2,20/,5 =,46 MPa EC2, Pt.3.6 f bd = 2,25 η η 2 f ctd = 2,25 0,7,0,46 = 2,3 MPa EC2, Pt Reinforcement B500C: Structural steel S355: DIMENSIONS f yd = f yk /γ s = 500/,5 = 435 MPa Tension: f yd = f y / γ M0 = 355/,0 = 355 MPa Compression: f yd = f y / γ M0 = 355/,0 = 355 MPa Shear: f sd = f y /( M0 3) = 355/(,0 3) = 205 MPa EC2, Pt Inner tube: HUP 70x40x4, Cold formed, S355 Outer tube: HUP 80x50x4, Cold formed, S355 LOADS Vertical ultimate limit state load = F V = 40kN.

4 Page 4 of 5 PART 2 REINFORCEMENT EQUILIBRIUM Figure : Forces acting on the unit. F V = External force on the inner tube R i, R 2i = Internal forces between the inner and the outer tubes. R, R 2, R 3 = Support reaction forces of the outer tube. g= distance to the middle plane of the anchoring stirrups in front of the unit.

5 Page 5 of 5 I) Equilibrium inner tube: Figure 2: Forces acting on the inner tube. Equilibrium equations of the inner tube: ): M=0: F v (L b e) R i (L b a g e)=0 () 2): F y =0: F v R i +R 2i =0 (2) Assuming nominal values: L =275, a=75, b=35, g=35, e=0 Solving R i from eq. : Fv ( L b e) R i (3) ( L b a g e) Solving R 2i from eq. 2: R 2i = R i F v (4) Results: 40kN ( ) R i 76. 7kN ( ) R i 76.7kN 40kN 36. 7kN 2

6 Page 6 of 5 II) Equilibrium outer tube: Figure 3: Forces acting on the outer tube. Exact distribution of forces depends highly on the behavior of the outer tube. Both longitudinal bending stiffness and local transverse bending stiffness in the contact points between the inner and the outer tubes affects the equilibrium. Two situations are considered: ) Rigid outer tube. Outer tube rotates as a stiff body. This assumption gives minimum reaction force at R, and maximum reaction force at R 2. R 3 is assumed zero. (The force R 3 will actually be negative, but since no reinforcement to take the negative forces is included at this position, it is assumed to be zero.) Equilibrium equations of the outer tube: ): M=0: (R i R ) (L 3 g d) (R 2i R 3 ) (L 3 g c d)=0 (5) 2): F y =0: R 2 +R 3 +R i R 2i R =0 (6) Assuming nominal values: L=298, c=20, g=35, e=0, d=0; (c=l b a g e= =20) Solving R from eq. 5: ( R R ) ( L 3 g d) ( R (76.7 R ) ( ) (36.7 0) ( ) R R i kN 250 2i R ) ( L 3 g c d) 0 3

7 Page 7 of 5 Solving R 2 from eq. 6: R R R i R i kN 2 2 2) Outer tube without bending stiffness. No forces transferred to outer tube at the back of inner tube. This assumption gives maximum reaction forces R and R 3. R 2 becomes zero. The forces follow directly from the assumption: R = R i R 3 = R 2i and R 2 =0 R R R kN 0kN 36.7kN The magnitude of the forces will be somewhere in between the two limits, and the prescribed reinforcement ensures integrity for both situations. Reinforcement is to be located at the assumed attack point for support reactions. Reinforcement for R, R 2 and R 3 : Figure 4: Forces. Reinforcement necessary to anchor the unit to the concrete: Reinforcement R : A s = R /f sd 76.7kN/435Mpa =76 2 Select 2 Ø8 = =200 2 Capacity selected reinforcement: R= MPa=87kN Reinforcement R 3 : A s3 = R 3 /f sd = 36.7kN/435MPa =84 2 Select Ø8 = 2 50 = 00 2 Capacity selected reinforcement: R= MPa=43.5kN Reinforcement R 2 : A s2 = R 2 /f sd = 7.6kN/435MPa =4 2 Select Ø8 = 2 50 = 00 2 Capacity selected reinforcement: R= MPa=43.5kN

8 Page 8 of 5 Tolerances on the positioning of the reinforcement: Due to the small internal distances, the magnitude of the forces will change when changing the position of the reinforcement. Thus, strict tolerances are required. Alt ) Assume: L =275, a=75, b=35, g=35+5=40, e=0 Gives: 40kN ( ) R 80. 0kN ( ) R 80.0kN 40kN 40. 0kN 2 Alt 2) Assume: L =275, a=75, b=35, g=35+5=40, e=0+5, Gives: 40kN ( ) R 8. 8kN ( ) R 8.8kN 40kN 4. 8kN 2 Conclusion tolerances: Alt 2 represents the most unfavorable position of reinforcement allowed without exceeding the reinforcement capacity. Thus, the assembling tolerances for P, P2 and P4 should be ±5. For recoended reinforcement pattern, see Memo 55a. Transverse reinforcement: One transverse bar with the same diameter as the anchorage bar to be placed in the bend of every anchoring bar.

9 Page 9 of 5 Figure 5: Anchoring reinforcement.

### Design MEMO 60 Reinforcement design for TSS 102

Date: 04.0.0 sss Page of 5 CONTENTS PART BASIC ASSUMTIONS... GENERAL... STANDARDS... QUALITIES... 3 DIMENSIONS... 3 LOADS... 3 PART REINFORCEMENT... 4 EQUILIBRIUM... 4 Date: 04.0.0 sss Page of 5 PART BASIC

### Page 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..

### RC 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

### ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P

ENGINEERING SCIENCE H1 OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS EDEXCEL HNC/D ENGINEERING SCIENCE LEVEL 4 H1 FORMERLY UNIT 21718P This material is duplicated in the Mechanical Principles module H2 and those

### MECHANICS OF SOLIDS - BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS

MECHANICS OF SOLIDS - BEAMS TUTORIAL 2 SHEAR FORCE AND BENDING MOMENTS IN BEAMS This is the second tutorial on bending of beams. You should judge your progress by completing the self assessment exercises.

### INSTRUCTIONS FOR USE

2/2013 ANCHOR BOLTS INSTRUCTIONS FOR USE - Threaded rebars ATP, AHP, AJP - Threaded high strength steel bolts ALP-L, ALP-P, AMP ATP AHP ALP-L ALP-P AMP Eurocode design according to EN1993-1-8 (2005) &

### HUS-V Screw anchor. HUS-V Screw anchor. Basic loading data (for a single anchor) Mean ultimate resistance

HUS-V Screw anchor Anchor version HUS-V 8 / 10 Carbon steel concrete screw with hexagonal head Benefits - High productivity less drilling and fewer operations than with conventional anchors - Technical

### DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,

DESIGN OF SLABS Dr. G. P. Chandradhara Professor of Civil Engineering S. J. College of Engineering Mysore 1. GENERAL A slab is a flat two dimensional planar structural element having thickness small compared

### HOW TO DESIGN CONCRETE STRUCTURES Beams

HOW TO DESIGN CONCRETE STRUCTURES Beams Instructions for the Members of BIBM, CEMBUREAU, EFCA and ERMCO: It is the responsibility of the Members (national associations) of BIBM, CEMBUREAU, EFCA and ERMCO

### Seismic design of beam-column joints in RC moment resisting frames Review of codes

Structural Engineering and Mechanics, Vol. 23, No. 5 (2006) 579-597 579 Technical Report Seismic design of beam-column joints in RC moment resisting frames Review of codes S. R. Uma Department of Civil

### FOOTING 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

### EML 5526 FEA Project 1 Alexander, Dylan. Project 1 Finite Element Analysis and Design of a Plane Truss

Problem Statement: Project 1 Finite Element Analysis and Design of a Plane Truss The plane truss in Figure 1 is analyzed using finite element analysis (FEA) for three load cases: A) Axial load: 10,000

### Design of cross-girders and slabs in ladder deck bridges

130 Chris R Hendy Head of Bridge Design and Technology Highways & Transportation Atkins Jessica Sandberg Senior Engineer Highways & Transportation Atkins David Iles Steel Construction Institute Design

### HOW TO DESIGN CONCRETE STRUCTURES Foundations

HOW TO DESIGN CONCRETE STRUCTURES Foundations Instructions for the Members of BIBM, CEMBUREAU, EFCA and ERMCO: It is the responsibility of the Members (national associations) of BIBM, CEMBUREAU, EFCA and

### EUROPEAN ORGANISATION FOR TECHNICAL APPROVALS

E TA TECHNICAL REPORT Design of Bonded Anchors TR 29 Edition June 27 EUROPEAN ORGANISATION FOR TECHNICAL APPROVALS TABLE OF CONTENTS Design method for bonded anchors Introduction..4 1 Scope...2 1.1 Type

### LIFTING SYSTEMS RR, RRPr, PLA, PNLF

LIFTING SYSTEMS RR, RRPr, PLA, PNLF Replaces the brochure 11/2006 3/2007 Benefits of Peikko lifting systems RR Wide model range Is installed to the surface of the mould, the mould remains solid RRPr Fully

### HUS-H Screw Anchor. Technical data. Seismic design data. HUS-H Carbon steel screw anchor. HUS-H diameter 8, 10, 14. Seismic design data

Technical data HUS-H Carbon steel screw anchor HUS-H diameter 8, 10, 14 10 / 011 Version 011-10 1 HUS-H screw anchor seismic design data Anchor version Carbon steel screw Benefits - Quick and easy setting

### Unit 6 Plane Stress and Plane Strain

Unit 6 Plane Stress and Plane Strain Readings: T & G 8, 9, 10, 11, 12, 14, 15, 16 Paul A. Lagace, Ph.D. Professor of Aeronautics & Astronautics and Engineering Systems There are many structural configurations

### Shear Forces and Bending Moments

Chapter 4 Shear Forces and Bending Moments 4.1 Introduction Consider a beam subjected to transverse loads as shown in figure, the deflections occur in the plane same as the loading plane, is called the

### ETAG 001 Edition 1997

European Organisation for Technical Approvals Europäische Organisation für Technische Zulassungen Organisation Européenne pour l Agrément Technique ETAG 1 Edition 1997 GUIDELINE FOR EUROPEAN TECHNICAL

### HPM Rebar Anchor Bolt. For bolted connections. Technical Manual. European Technical Approval ETA-02/0006. Version: Peikko Group 01/2015

HPM Rebar Anchor Bolt For bolted connections European Technical Approval ETA-02/0006 Version: Peikko Group 01/2015 Technical Manual HPM Anchor Bolt For bolted connections System benefits Standardized and

### SEISMIC 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

### Hilti HIT-HY 150 MAX with rebar

Hilti HIT-HY 150 MAX Injection mortar system Hilti HIT- HY 150 MAX 330 ml foil pack (also available as 500 ml and 1400 ml foil pack) Static mixer rebar BSt 500 S Benefits - suitable for non-cracked and

### Anchor HSA Fastening. Technology Manual. Hilti. Stud anchor. Carbon steel and stainless steel HSA HSA-BW HSA-R2 HSA-R. Hot dipped galvanized HSA-F

Anchor HSA Fastening Stud anchor Technology Manual Hilti Stud anchor Carbon steel and stainless steel HSA HSA-BW HSA-R2 HSA-R Hot dipped galvanized HSA-F M6 M20 Version 2012-11 11 / 2012 1 HSA Stud anchor

### HUS Screw anchor, carbon steel

HUS Screw anchor, Anchor version HUS-A 6 Carbon steel Concrete Screw with hex head HUS-H 6 Carbon steel Concrete Screw with hex head HUS-H 8 HUS-H 10 HUS-H 14 Carbon steel Concrete Screw with hex head

### HSL-3 carbon steel, heavy duty anchor

HSL-3 carbon steel, HSL-3 Bolt version Threaded rod version HSL-3-B Safety cap version Benefits - suitable for non-cracked and cracked concrete C 20/25 to C 50/60 - high loading capacity - force-controlled

### Reinforced Concrete Design to BS8110 Structural Design 1 Lesson 5

Lesson 5: Deflection in reinforced concrete beams Content 4.1 Introduction 4. Definitions 4..1 Tension 4.. Compression 4.3 Initial sizing 4.3.1 Worked example 4.4 Reinforcement details 4.5 Anchorage at

### Detailing 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

### PPM High-Strength Anchor Bolt

PPM High-Strength Anchor Bolt For bolted connections Version: Peikko Group 05/2015 Technical Manual PPM High-Strength Anchor Bolt For bolted connections Standardized, tested and widely approved high-strength

### Design of pile foundations following Eurocode 7-Section 7

Brussels, 18-20 February 2008 Dissemination of information workshop 1 Workshop Eurocodes: background and applications Brussels, 18-20 Februray 2008 Design of pile foundations following Eurocode 7-Section

### PERFORMANCE OF SLABS REINFORCED BY PEIKKO PSB STUDS

TECHNICAL ARTICLES PERFORMANCE OF SLABS REINFORCED BY PEIKKO PSB STUDS Demonstrated by full scale tests and validated by ETA approval starting April 2013 Authors: Aurelio Muttoni (Professor), Ecole Polytechnique

### The Design of Reinforced Concrete Slabs

EGN-5439 The Design of Tall Buildings Lecture #14 The Design of Reinforced Concrete Slabs Via the Direct Method as per ACI 318-05 L. A. Prieto-Portar - 2008 Reinforced concrete floor systems provide an

### Mechanics of Materials. Chapter 4 Shear and Moment In Beams

Mechanics of Materials Chapter 4 Shear and Moment In Beams 4.1 Introduction The term beam refers to a slender bar that carries transverse loading; that is, the applied force are perpendicular to the bar.

### Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning. May 7th 2013: Dominique Deschamps

Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning May 7th 2013: Dominique Deschamps Scope of the paper Presentation of the project Cause of cracks

### Designing to Eurocode 2. Introduction. Design procedure. Fire resistance. How to design concrete structures using Eurocode 2 3.

How to design concrete structures using Eurocode 2 3. Slabs R M Moss BSc, PhD, CEng, MICE, MIStructE O Brooker BEng, CEng, MICE, MIStructE Introduction The introduction of European standards to UK construction

### Tension Development and Lap Splice Lengths of Reinforcing Bars under ACI 318-02

ENGINEERING DATA REPORT NUMBER 51 Tension Development and Lap Splice Lengths of Reinforcing Bars under ACI 318-02 A SERVICE OF THE CONCRETE REINFORCING STEEL INSTITUTE Introduction Section 1.2.1 in the

### 16. Beam-and-Slab Design

ENDP311 Structural Concrete Design 16. Beam-and-Slab Design Beam-and-Slab System How does the slab work? L- beams and T- beams Holding beam and slab together University of Western Australia School of Civil

### P4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 3 Statically Indeterminate Structures

4 Stress and Strain Dr... Zavatsky MT07 ecture 3 Statically Indeterminate Structures Statically determinate structures. Statically indeterminate structures (equations of equilibrium, compatibility, and

### Properties of Concrete for use in Eurocode 2

CCIP-029 CI/Sfb UDC A cement and concrete industry publication 624.012.4.001.63 Properties of Concrete for use in Eurocode 2 Properties of Concrete for use in Eurocode 2 Properties of Concrete for use

### Standards, Codes and Regulations

Standards, Codes and Regulations 1.0 Introduction The production of a European standard for reinforcing steels began in 1988. The key stumbling block to bringing this to fruition was the inability to agree

### The 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

### p= H FBD OF AD IN PLAN BASE FBD OF AB IN PLAN 0.5b 0.5b Bending moment diagram

6.6.2 Rectangular tank with fixed base resting on ground : Rectangular tanks are used when the storage capacity is small and circular tanks prove uneconomical for small capacity. Rectangular tanks should

### Standards, Codes and Regulations

Standards, Codes and Regulations 1.0 Introduction The production of a European standard for reinforcing steels began in 1988. The key stumbling block to bringing what may be regarded as a normal European

### English version Version Française Deutsche Fassung. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN 1992-1-1:2004/AC January 2008 Janvier 2008 Januar 2008 ICS 91.010.30; 91.080.40 English version Version Française Deutsche Fassung Eurocode 2: Design

### Design Manual to BS8110

Design Manual to BS8110 February 2010 195 195 195 280 280 195 195 195 195 195 195 280 280 195 195 195 The specialist team at LinkStudPSR Limited have created this comprehensive Design Manual, to assist

### HUS-HR,CR. Anchor Fastening. Screw anchor. Technology Manual HUS-HR HUS-CR. Screw anchor. Version /

Anchor Fastening Technology Manual HUS-HR HUS-CR Version 2015-09 09 / 2015 1 HUS-HR, CR, stainless steel Anchor version HUS-HR 6 / 8 / 10 / 14 Stainless steel concrete Screw with hexagonal head HUS-CR

### Hilti HIT-HY 200 with rebar

Hilti HIT-HY 200 Injection mortar system Benefits Hilti HIT- HY 200-A 500 ml foil pack (also available as 330 ml) Hilti HIT- HY 200-R 500 ml foil pack (also available as 330 ml) Static mixer rebar BSt

### P4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 4 Stresses on Inclined Sections

4 Stress and Strain Dr. A.B. Zavatsky MT07 Lecture 4 Stresses on Inclined Sections Shear stress and shear strain. Equality of shear stresses on perpendicular planes. Hooke s law in shear. Normal and shear

### HVU with HAS/HAS-E rod adhesive anchor

HVU with HAS/HAS-E rod HVU with HAS/HAS-E rod adhesive anchor Mortar system Benefits Hilti HVU foil capsule HAS HAS-R HAS-HCR rod - suitable for non-cracked concrete C 20/25 to C 50/60 - high loading capacity

### SIMPLE TRUSSES, THE METHOD OF JOINTS, & ZERO-FORCE MEMBERS

SIMPLE TRUSSES, THE METHOD OF JOINTS, & ZERO-FORCE MEMBERS Today s Objectives: Students will be able to: a) Define a simple truss. b) Determine the forces in members of a simple truss. c) Identify zero-force

### Technical Application Document. Hilti HIT-RE 500-SD

Technical Application Document Technical Evaluation Report 3/10-649 Injection system for rebar connections Hilti HIT-RE 500-SD Subject to European Technical Approval ATE-09/0295 Holder of approval: HILTI

### Method of Sections for Truss Analysis

Method of Sections for Truss Analysis Joint Configurations (special cases to recognize for faster solutions) Case 1) Two Bodies Connected F AB has to be equal and opposite to F BC Case 2) Three Bodies

### superimposing the stresses and strains cause by each load acting separately

COMBINED LOADS In many structures the members are required to resist more than one kind of loading (combined loading). These can often be analyzed by superimposing the stresses and strains cause by each

### 4.2 Free Body Diagrams

CE297-FA09-Ch4 Page 1 Friday, September 18, 2009 12:11 AM Chapter 4: Equilibrium of Rigid Bodies A (rigid) body is said to in equilibrium if the vector sum of ALL forces and all their moments taken about

### MECHANICS OF SOLIDS COMPRESSION MEMBERS TUTORIAL 1 STRUTS. On completion of this tutorial you should be able to do the following.

MECHANICS OF SOLIDS COMPRESSION MEMBERS TUTORIAL 1 STRUTS You should judge your progress by completing the self assessment exercises. On completion of this tutorial you should be able to do the following.

### Torsion 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

### Detailing of Reinforcement in Concrete Structures

THE CIVIL & STRUCTURAL ENGINEERING PANEL ENGINEERS AUSTRALIA SYDNEY DIVISION 28 August 2012 Detailing of Reinforcement in Concrete Structures R.I. Gilbert Introduction: Detailing is often considered to

Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents

### European Technical Approval ETA-11/0345

ETA-Danmark A/S Kollegievej 6 DK-2920 Charlottenlund Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet www.etadanmark.dk Authorised and notified according to Article 10 of the Council Directive 89/106/EEC

### d B = PL Ans. = m = 1.59 mm d A = PL AE = 12(10 3 )(3) Ans. = m = 6.14 mm Ans:

4 5. The assembly consists of a steel rod and an aluminum rod, each having a diameter of 12 mm. If the rod is subjected to the axial loadings at and at the couling, determine the dislacement of the couling

### HSL-3 Heavy duty anchor carbon steel. Anchor Fastening Technology Manual HSL-3. Heavy duty anchor. Version 2015-09 09 / 2015 1

Anchor Fastening Technology Manual HSL-3 Heavy duty anchor HSL-3 Heavy duty anchor Version 2015-09 09 / 2015 1 HSL-3 Heavy duty anchor, Anchor version Sizes Benefits HSL-3 Bolt version Threaded rod version

### ENGR-1100 Introduction to Engineering Analysis. Lecture 13

ENGR-1100 Introduction to Engineering Analysis Lecture 13 EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS Today s Objectives: Students will be able to: a) Identify support reactions, and, b) Draw a free-body

### EVALUATION 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

### Wire Fabric and Reinforcement

Wire Fabric and Reinforcement Under the state specification for 709.08 for concrete reinforcement, ASTM A 82 is called out. Under the state specification 709.10 for concrete reinforcement, ASTM A 185 is

### HUS-HR, CR Screw anchor, stainless steel

HUS-HR, CR Screw anchor, Anchor version HUS-HR 6 / 8 / 10 / 14 Stainless steel concrete Screw with hexagonal head HUS-CR 10 Stainless steel concrete screw with countersunk head Benefits - High productivity

### Reinforced Concrete Beam- Column Joint: Macroscopic Super-element models

Reinforced Concrete Beam- Column Joint: Macroscopic Super-element models -Nilanjan Mitra (work performed as a PhD student while at University of Washington between 1-6) Need for the study Experimental

### Shear Reinforcements in the Reinforced Concrete Beams

American Journal of Engineering Research (AJER) e-issn : 2320-0847 p-issn : 2320-0936 Volume-02, Issue-10, pp-191-199 www.ajer.org Research Paper Open Access Shear Reinforcements in the Reinforced Concrete

### Technical handbook Panel Anchoring System

1 Basic principles of sandwich panels 3 Design conditions 4 Basic placement of anchors and pins 9 Large elements (muliple rows) 10 Small elements (two rows) 10 Turned elements 10 Slender elements 10 Cantilevering

### MECHANICAL BEHAVIOR OF REINFORCED CONCRETE BEAM-COLUMN ASSEMBLAGES WITH ECCENTRICITY

13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 4 MECHANICAL BEHAVIOR OF REINFORCED CONCRETE BEAM-COLUMN ASSEMBLAGES WITH ECCENTRICITY Tomohiko KAMIMURA

### Reinforcing Mesh Product Guide

Reinforcing Mesh Product Guide Reinforcing New Zealand since 1954 Super Ductile 500E & Hard Drawn Contents Fletcher Reinforcing New Zealand Standards Equivalent mesh to the 66x sizing Mesh summary Super

### Stresses in Beam (Basic Topics)

Chapter 5 Stresses in Beam (Basic Topics) 5.1 Introduction Beam : loads acting transversely to the longitudinal axis the loads create shear forces and bending moments, stresses and strains due to V and

### Module 3. Limit State of Collapse - Flexure (Theories and Examples) Version 2 CE IIT, Kharagpur

Module 3 Limit State of Collapse - Flexure (Theories and Examples) Lesson 4 Computation of Parameters of Governing Equations Instructional Objectives: At the end of this lesson, the student should be able

### Introduction. Eurocodes. Specification. Cost

Introduction Eurocodes Specification Cost Structural Eurocodes BS EN 1990 (EC0): BS EN 1991 (EC1): Basis of structural design Actions on Structures BS EN 1992 (EC2): BS EN 1993 (EC3): BS EN 1994 (EC4):

### Carruthers & Wallace Limited

Anchoring or Fastening To, or Drilling Through, the Structure Lester B. Pearson International Airport Parking Structure 1. General The Parking Garage is a cast-in-place concrete structure prestressed (post-tensioned)

### SECTION 3 DESIGN OF POST TENSIONED COMPONENTS FOR FLEXURE

SECTION 3 DESIGN OF POST TENSIONED COMPONENTS FOR FLEXURE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: TREY HAMILTON, UNIVERSITY OF FLORIDA NOTE: MOMENT DIAGRAM CONVENTION In PT design,

### Design 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

### Chapter 2: Load, Stress and Strain

Chapter 2: Load, Stress and Strain The careful text- books measure (Let all who build beware!) The load, the shock, the pressure Material can bear. So when the buckled girder Lets down the grinding span,

### Torsion Testing. Objectives

Laboratory 4 Torsion Testing Objectives Students are required to understand the principles of torsion testing, practice their testing skills and interpreting the experimental results of the provided materials

### HPKM Column Shoe. For bolted column connections. Technical Manual. Version: Peikko Group 5/2014 Approved: European Technical Approval ETA-13/0603

Column Shoe For bolted column connections Version: Peikko Group 5/2014 Approved: European Technical Approval ETA-13/0603 Technical Manual Column Shoe For bolted column connections System benefits The stiff

### Distribution of Forces in Lateral Load Resisting Systems

Distribution of Forces in Lateral Load Resisting Systems Part 2. Horizontal Distribution and Torsion IITGN Short Course Gregory MacRae Many slides from 2009 Myanmar Slides of Profs Jain and Rai 1 Reinforced

### Optimum proportions for the design of suspension bridge

Journal of Civil Engineering (IEB), 34 (1) (26) 1-14 Optimum proportions for the design of suspension bridge Tanvir Manzur and Alamgir Habib Department of Civil Engineering Bangladesh University of Engineering

### FOUR-PLATE HEB-100 BEAM SPLICE BOLTED CONNECTIONS: TESTS AND COMMENTS

FOUR-PLATE HEB- BEAM SPLICE BOLTED CONNECTIONS: TESTS AND COMMENTS M.D. Zygomalas and C.C. Baniotopoulos Institute of Steel Structures, Aristotle University of Thessaloniki, Greece ABSTRACT The present

### HUS-HR Screw anchor, stainless steel

HUS-HR Screw anchor stainless steel HUS-HR Screw anchor, stainless steel Anchor version HUS-HR Stainless steel Concrete Screw Benefits - Quick and easy setting - Low expansion forces in base materials

### October 2001. ICS 00.000.00 Supersedes ENV 1992-1-1, ENV 1992-1-3, ENV 1992-1-4, ENV 1992-1-5, ENV 1992-1-6 and ENV 1992-3

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM October 2001 ICS 00.000.00 Supersedes ENV 1992-1-1, ENV 1992-1-3, ENV 1992-1-4, ENV 1992-1-5, ENV 1992-1-6 and ENV 1992-3 Descriptors: Buildings, concrete

### European Technical Assessment ETA-10/0153 of 10/06/2015

ETA-Danmark A/S Göteborg Plads 1 DK-2150 Nordhavn Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet ww.etadanmark.dk Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011 of

### New approaches in Eurocode 3 efficient global structural design

New approaches in Eurocode 3 efficient global structural design Part 1: 3D model based analysis using general beam-column FEM Ferenc Papp* and József Szalai ** * Associate Professor, Department of Structural

### Concrete Design to Eurocode 2

Concrete Design to Eurocode 2 Jenny Burridge MA CEng MICE MIStructE Head of Structural Engineering Introduction to the Eurocodes Eurocode Eurocode 1 Eurocode 2 Materials Cover Flexure Shear Deflection

### 2.2 Losses in Prestress (Part II)

2.2 Losses in Prestress (Part II) This section covers the following topics Friction Anchorage Slip Force Variation Diagram 2.2.1 Friction The friction generated at the interface of concrete and steel during

### Resistenza a taglio di travi in calcestruzzo fibrorinforzato

Resistenza a taglio di travi in calcestruzzo fibrorinforzato Università degli Studi di Brescia giovanni.plizzari@unibs.it Milano June 17 th, 2015 Outlines Shear Action Factor affecting the shear strength

### Structural Steel Design Project

Job No: Sheet 1 of 1 Rev Job Title: Eccentrically Loaded Bolt Group Worked Example 1 Checked by Date Design Example 1: Design a bolted connection between a bracket 8 mm thick and the flange of an ISHB

### HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs

HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast Anchor version HUS-A 6 Screw with hex head HUS-H 6 Screw with hex head HUS-I 6 Screw with hex head Benefits - Quick and easy setting - Low

### REINFORCED CONCRETE BEAMS AT ULTIMATE FLEXURAL LIMIT STATE: COMPARISON OF BS 8110 AND EUROCODE 2

REINFORCED CONCRETE BEAMS AT ULTIMATE FLEXURAL LIMIT STATE: COMPARISON OF BS 8110 AND EUROCODE 2 Chee Khoon Ng, Soon Wah Loo and Yan Phing Bong Faculty of Engineering, Universiti Malaysia Sarawak, 94300

### Karol Bzdawka Composite Column - Calculation Examples

Tampereen teknillinen yliopisto. Rakennustekniikan laitos. Rakennetekniikka. Tutkimusraportti 47 Tampere University of Technology. Department of Civil Engineering. Structural Engineering. Research Report

### SECTION 3 DESIGN OF POST- TENSIONED COMPONENTS FOR FLEXURE

SECTION 3 DESIGN OF POST- TENSIONED COMPONENTS FOR FLEXURE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: TREY HAMILTON, UNIVERSITY OF FLORIDA NOTE: MOMENT DIAGRAM CONVENTION In PT design,

### Examples of New version for Designing members of Reinforced Concrete, Steel or Timber according to Eurocode 2, Eurocode 3 and Eurocode 5

Examples of New version for Designing members of Reinforced Concrete, Steel or Timber according to Eurocode 2, Eurocode 3 and Eurocode 5 Copyright RUNET Software www.runet-software.com 1 1. Examples 1.1

### Chapter 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

### Technical Notes 3B - Brick Masonry Section Properties May 1993

Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications

### ENGINEERING MECHANICS STATIC

EX 16 Using the method of joints, determine the force in each member of the truss shown. State whether each member in tension or in compression. Sol Free-body diagram of the pin at B X = 0 500- BC sin