ENGINEERING TRAINING INSTITUTE AUSTRALIA · superplasticisers, air entraining agents,...

Presents the following courses in Australia March 2020

www.etia.net.auABN 27 830 322 080

6/20

ENGINEERING TRAINING INSTITUTE AUSTRALIA

wwwwww..eettiiaa..nneett..aauu

ABN 27 830 322 080

June and July 2020 Courses

LIVE STREAMED COURSE LIST

• Mon 22 + Tue 23 June 2020 Prestressed Concrete Design Workshop

• Wed 24 June 2020 Concrete Pools & Tanks Design Workshop

• Thu 25 June 2020 Hydraulic Engineering Design Workshop

• Mon 29 + Tue 30 June 2020 Glass & Aluminium Façade Design Workshop

• Wed 1 July 2020 Cracking in Concrete Structures Design Workshop

• Thu 7 July 2020 Risk Management Workshop

• Thu 9 July 2020 Cold-Formed Steel Design Workshop

• Tue 14 July 2020 Precast & Tilt Up Design & Construction Workshop

• Thu 16 July 2020 Industrial Buildings Design Workshop

• Tue 21 July 2020 Detailing in Practice Workshop

• Thu 23 July 2020 Composite Steel & Concrete Structures Workshop

• Tue 28 + Wed 29 July 2020 Cement & Concrete Technology & Practice Course

ANNUAL SPONSORS OF ETIA

6/20

IMPORTANT NOTICE

• ALL COURSES WILL BE LIVE STREAMED (EASTERN STANDARD TIME).

• PLEASE REFER TO THE REGISTRATION FORM AT THE BACK OF THIS CATALOGUE

(OR THE ETIA WEBSITE) FOR FURTHER DETAILS ON LIVE STREAMING.

DAY 1 (8. 30 - 9.00 Zoom invite link will be emailed)

DAY 2 9.00 - 10.45 Session 1

- CEMENT AND CONCRETE MATERIALS 9.00 - 10.45 Session 5

- TESTING • Cement types (portland, blended, low heat, high early strength, low

shrinkage, sulfate resistant, off-white, white, high alumina cements,

geopolymers)

• Aggregates (fine/coarse), manufactured sands, water

• Supplementary cementitious materials (slag, flyash, silica fume) • Green Star Rating and Sustainability.

10.45 - 11.00 Morning Break

• Cement and concrete materials, fresh and hardened concrete (including core tests)

• VPV, permeability and consistency tests • Slump: vertical and horizontal (spread/flow); in line with the J ring

test for self-compacting concretes • Standard tests: indirect tension, flex, shrinkage, creep, and impact

rebound testing (Schmidt hammer).


11.00 - 1.00 Session 2 - ADMIXTURES

11.00 - 1.00 Session 6 - DURABILITY & CRACKS IN CONCRETE

• Standard admixtures (accelerators, retarders, water-reducers, superplasticisers, air entraining agents, waterproofers, corrosion inhibitors)

1.00 - 1.30 Lunch Break

• Durability aspects of concrete (abrasion, cover to reinforcement, concrete strength, carbonation, chloride penetration, concrete cancer, exposure environment, freeze-thaw conditions, salt attack)

• Cracks in concrete o Hot weather concreting, plastic shrinkage, plastic settlement,

thermal cracking, building restraint, inadequate reinforcement. o Methods of crack identification and minimisation of cracking,

curing compounds, use of fibres (polypropylene and steel) o Calculation of bleed water evaporation rates from concrete

surfaces using UNO equation, ACI charts and APPs. o Joint design (types of dowels used in the marketplace such as

round vs square vs flat vs diamond)


1.30 - 3.00 Session 3 - CONCRETE & REINFORCEMENT PROPERTIES

• Concrete properties o Water to cement ratio effects, workability and stiffness, air

content, heat of hydration, setting time, shrinkage, strength development as a function of time (concrete maturity) and temperature, bleeding, permeability and porosity.

• Reinforcement properties o Yield, bond and anchorage, bars vs mesh, metal vs plastic bar

chairs, detailing, prestressing. o Issues of using 500 MPa steel bars and steel mesh with regards

to ductility and size o Use of plastic and steel fibres.

3.00 - 3.15 Afternoon Break

1.30 - 3.00 Session 7 - CONCRETE FOR INDUSTRIAL APPLICATIONS

• High strength and high performance concrete • Formwork finishes (class 1 to 5) and colour control to AS3610,

rendering high strength concrete • Precast concrete and tilt up construction • Concrete industrial floors and pavements • Prestressed concrete.


3.15 - 5.00 Session 4 - CONCRETING ON SITE

• Transport, place, compact, finish and cure concrete on site. • Truck sizes, delivery time limits, site access, delivery rate, pumping,

avoidance of segregation, vibration, screeding, floating by hand and by machine, curing methods and curing agents, and slip resistance.

3.15 - 5.00 Session 8 - CONCRETE IN RESIDENTIAL CONSTRUCTION

• Residential slabs and footings to AS2870-2011, crack width and termite ingress, waffle pod slabs, cement rendering, brick mortars and the effect of air entrainers, shotcreting, sprayed concrete pools, stencilled and stamped concrete, colouring concrete using oxides.

Certificate of Attendance will be emailed

PAUL UNO BE MBdgSc MIEAust CPEng NER RPEQ APEC Engineer IntPE(Aus)

Previously • NSW Senior Engineer (Cement & Concrete Association of Australia CCAA) • NSW Technical Manager (CSR Readymix - now Holcim) • Materials Engineer (Boral)

FURTHER INFORMATION • Office (02) 9899 7447

• Mobile 0413 998 031 • Email

[email protected]

COURSE COST • 2 day course – $1,420 pp

DATES, VENUES & REGISTRATION • Registration form (back of catalogue) • Visit our website www.etia.net.au

Live streamed via

CEMENT & CONCRETE TECHNOLOGY & PRACTICE COURSE

Cancellations made more than 5 working days prior to a course will incur a 20% processing fee of the full registration amount. Cancellations made 5 working days or less will incur forfeiture of the full registration fee.

Event Sponsors: NSW & VIC



COLD-FORMED STEEL DESIGN WORKSHOP

WORKSHOP SUMMARY This workshop provides a theoretical background to the behavior of thin-walled members and presents methods and tools that engineers employ for the analysis and design of cold-formed steel. The content of the course is tailored for both practitioners with previous experience and for engineers who are interested in extending their knowledge in cold-formed steel. The workshop delivers concise information about buckling analysis of thin-walled structures, stiffness and strength predictions for cold-formed steel members and light steel framing design. Several exercises are included, focusing on typical day-to-day design implementations. THIN-WALL-2 elastic buckling analysis software is practiced through the course. Laptops, Calculators and Australian Standard AS4600-2018 Required: THIN-WALL-2 must be installed on laptops, prior to the workshop. Upon registration, information regarding THIN-WALL-2 will be sent to all attendees.

1.30 - 3.00 Session 3 - THE DIRECT STRENGTH METHOD OF CFS DESIGN • What is DSM? • DSM vs. EWM • Exercise #3: Wall Stud Design via DSM (ULS & SLS)


3.15 - 5.00 Session 4 - DESIGN CONSIDERATIONS FOR WEBS - CONNECTIONS • Failure Modes of Webs • Webs in Shear • Web Crippling • Exercise #4: Stud-to-Track Connection Capacity • Bolted Connections • Screwed Connections • Exercise #5: Stud Splice Design


PROGRAMME (8.30 - 9.00 Zoom invite link will be emailed) 9.00 - 10.45 Session 1 - INTRODUCTION - BEHAVIOUR & DESIGN OF THIN-WALLED MEMBERS

• Applications • Advantages • References • Design Tools • Global, Local and Distortional Instabilities • Plate Theory and Post-Buckling Reserve • The Effective Width Method of CFS Design • Exercise #1: Compressive Axial Strength of a Square Hollow

Section via EWM


11.00 - 1.00 Session 2 - BUCKLING ANALYSIS

• The Finite Strip Method of Stability Analysis • The “Signature Curve” • Exercise #2: Buckling Analysis of a Lipped Channel in Bending

(Computerized & Manual)


SASAN SAIDIAN MIEAust CPEng NER APEC Engineer IntPE(Aus)

• Two decades of industry experience in the design and construction of light steel framing

• Director, Cold-Formed Steel Engineers Australia • Academic researcher at Western Sydney University

AUSTRALIAN STANDARD AS4600-2018, LAPTOPS & CALCULATORS REQUIRED

FURTHER INFORMATION • Office (02) 9899 7447 • Mobile 0413 998 031 • Email

[email protected]

COURSE COST • 1 day course – $910 pp


Live streamed via



COMPOSITE STEEL & CONCRETE STRUCTURES WORKSHOP

WORKSHOP SUMMARY This one-day workshop will provide an overview of the new standard AS2327-2017.

The recently released standard AS2327-2017 on composite steel – concrete members has considerably expanded its scope when compared to the previous addition that only considered simply supported composite beams.

As well as updating the old standard the latest edition includes continuous beams, composite slabs, composite columns and new information on fire ratings.

3.15 - 5.00 Session 4 - COLUMNS AND FIRE RATINGS • An overview of: o New section in AS2327-2017 on composite steel concrete

columns. o Fire rating o Composite precast- in situ concrete


PROGRAMME (8.30 - 9.00 Zoom invite link will be emailed) 9.00 - 10.45 Session 1 - COMPOSITE BEAMS • What’s new in the recently published standard AS2327-2017 • History elastic design – ultimate design. • Section properties. • Shear connections and their ductility • Full and partial shear connection. • Detailing shear connections • Simply supported beams – ultimate strength. • Continuous beams ultimate strength.


11.00 - 1.00 Session 2 - COMPOSITE CONCRETE SLABS

• Available sections • Section properties • Testing for shear connection verification • Strength as formwork • Detailing • Simply supported – ultimate strength • Continuous - ultimate strength.


1.30 - 3.00 Session 3 - SERVICEABILITY: BEAMS AND SLABS

• Calculating deflections simply supported and continuous. • Effects of creep and shrinkage. • Effects of propping and construction stages. • Detailing for crack control. • Potential for ponding of wet concrete. • Detailing for crack control


IAN HYMAS

BSc (Hons) MEngSc

• Structural engineer for over 40 years.

• Founding partner of the firm Henry and Hymas.

• Member of the current BD-066 Standards committee for the Prefabricated Concrete Standard AS3850.

CALCULATORS REQUIRED

FURTHER INFORMATION • Office (02) 9899 7447 • Mobile 0413 998 031

• Email

[email protected]


DATES, VENUES & REGISTRATION • Registration form (back of catalogue)

• Visit our website www.etia.net.au


WORKSHOP SUMMARY This full day workshop is primarily aimed at design engineers and anyone with a technical background needing to perform simple structural designs or design checks on any form of liquid retaining structure (eg reservoirs, water retaining structures and pools).

The interest in saving water has focussed attention on tank design, ensuring that tanks are designed and constructed correctly to address the needs of the community for years to come.

This workshop is particularly appropriate for swimming pool construction. This type of structure needs to be able to withstand the extremes of prolonged drying conditions, high evaporation rates and the need to empty and fill tanks without the problems of crack initiation, efflorescence and other durability issues during this period.

1.30 - 3.00 Session 3 - STRUCTURAL DESIGN

• Methods of simple design to check or carry out: o Simple structural design for a circular and rectangular tank wall o Floor design using H2/Dt (shape factor) vs M charts and ‘beam on

elastic foundation’ theory. • Hoop stress and hoop reinforcement, vertical stress and vertical

reinforcement, maximum crack width and crack control. • Methods of quantifying crack width using crack width formulas. • Cracking caused by excess heat differential in thick walls and floors

(in accordance with the CIRIA C660-2007 and C766-2018). • Tutorial exercises allow attendees to carry out quick hand checks on

wall thickness and reinforcement required to satisfy tank actions (liquid loads), base conditions (rigid vs free) and soil conditions.


PROGRAMME (8.30 - 9.00 Zoom invite link will be emailed)

9.00 - 11.00 Session 1 - CONCRETE PROPERTIES & DURABILITY ISSUES

3.15 - 5.00 Session 4 - CONSTRUCTION ISSUES

• Cement and concrete materials required to produce water tight & durable concrete structures. (ie low shrinkage cements, silica fume, flyash and slag blends, carbonation, chloride ingress and sorptivity effects in various concrete grades).

• Causes for concrete cracking, particular plastic shrinkage cracking, plastic settlement cracking and semi-plastic thermal cracking.

• Mix designs required for correct pumping or spraying of concrete (in accordance with Z12, EFNARC and ACI 506R).


• Key areas that should be addressed on site to ensure that cracking does not occur due to construction oversights.

• Issues such as correct choice of formwork (timber vs steel), blowhole minimization, formwork removal timing permeable form-liners, correct choice of vibrator, evaporation control, concrete testing regime, water-stops (both hydrophilic and hydrophobic) and joints (including dowelled and key joints).

• Tank repair options if cracking does occur including material choices (epoxy, polyurethane, vinyl ester).


11.15 - 1.00 Session 2 - AUSTRALIAN & OVERSEAS DESIGN STANDARDS

• Australian and overseas Standards (including various State Water Authorities) e.g. AS3735 (Liquid Retaining Structures Code), AS2783 (Swimming Pool Code), CIRIA 91 and CIRIA C660 (Early Age Thermal Crack Control in Concrete), WSA (Water Services Association), BS8007 (previously incorporated in BS5337), Eurocode EN1992-3 (2006) and PCA-USA as well as the requirements for crack control according to AS3600-2018.

• Crack width criteria showing the reasons for certain maximum crack width sizes and the testing done to establish these values.

• Effects of surrounding materials and environment including the quantification of these effects via indices such as the Ryzner Index and Langelier Saturation Index (as referenced in AS3735).

• Typical mix designs and minimum w:c ratios for water retaining structures (including modern admixtures eg. polycarboxylate ethers)


PAUL UNO BE MBdgSc MIE(Aust) CPEng NER RPEQ APEC Engineer IntPE(Aus) • Over 40 years of experience in specification, design & construction phases of tanks. • Assessed other engineers’ tank designs and reasons for cracks in concrete tanks. • Devised the internationally recognised bleed water evaporation E formula

E = 5[(Tc +18)2.5 – r (Ta + 18)2.5](V+4)x10-6 which is used to determine the likelihood of Plastic Shrinkage Cracking.

• Part-time Senior Lecturer – UNSW and The University of Sydney.

Recommended Text:

Reinforced Concrete: The Designers Handbook (2015 Revised Edition)

Beletich, Hymas, Reid and Uno



• Mobile 0413 998 031 • Email

[email protected]




Live streamed via


CONCRETE POOLS & TANKS DESIGN WORKSHOP


WORKSHOP SUMMARY The workshop is designed for engineers who wish to understand the reason why concrete cracks and then how to design structures to eliminate the problem before it happens.

The course will look at all the various forms of cracks that occur both in the plastic state then in the hardened state. It will then look at the structural aspects of cracking in concrete with an emphasis on the cracking formulas used both in Australia and overseas.

Finally, the workshop will address practical cracking details and how to avoid both structural and non-structural cracking in the first place.

All sessions provide worked examples, tutorial exercises and solutions.

1.30 - 3.00 Session 3 - STRUCTURAL CRACKING 1 • Formulas and structural requirements in AS3600-2018. • The 4 key parameters that affect the likelihood of cracks occurring in

hardened structural concrete are (i) Steel Ratio (ii) Bars vs Mesh (iii) Drying Shrinkage Regime (iv) Restraint.

• Formula behind Tables 8.6.2.2 (A) & (B) in AS3600-2018 which relates bar spacing & bar diameter to steel stress (& therefore crack width).

• Crack equations from various researchers eg Gergely-Lutz (USA), Beeby & Hughes (UK) as well as overseas Codes eg BS8110, BS5400, CEB-FIP, ACI-224R, and Eurocode requirements to compare their results to existing equations and charts.

• Derivation and use of the formula behind the beam and slab equations in AS3600-2018 Section 8.6 and 9.4.3.



9.00 – 11.00 Session 1 - EARLY AGE CRACKING • Cracks that occur in concrete while is it still soft (ie. its plastic state) • Cracks that occur in the non-structural or plastic state are normally:

o (A) Plastic Shrinkage Cracks, or o (B) Plastic Settlement Cracks.

• For Part A, the 4 key parameters are (i) Air Temperature (ii) Wind Velocity (iii) Relative Humidity (iv) Concrete Temperature. o Formulas and software available (in Australia and Overseas) to

determine the likelihood of plastic shrinkage cracking. o Use of fibres.

• For Part B, the 3 key parameters are (i) Layout of the steel reinforcement (ii) Cover to the top reinforcing steel (iii) Concrete mix design.

• Tutorial to calculate the likely onset of plastic shrinkage cracking or plastic settlement cracking.

11.00 – 11.15 Morning Break

3.15 - 5.00 Session 4 - STRUCTURAL CRACKING 2 • Examines ‘Direct Tension’ cracking and the various stress

concentration formulas that can be utilized to determine where cracking will occur in concrete and the severity of that cracking.

• Practical details ‘on-site’ which can induce cracking in concrete (eg. dowel type, joint layout, pit locations, slab size, plastic vs non plastic underlays).

• Tutorial to determine the best layout of joints to minimize potential slab cracking.

• Long term causes of concrete cracking eg (a) Steel Reinforcement Corrosion (b) AAR (Alkali Aggregate Reaction).


11.15 – 1.00 Session 2 - THERMAL CRACKING

• Guidelines provided by CIRIA C660-2007, C766-2018 and ACI-207R. • Thermal cracking in concrete usually occurs during either: Phase 1

(Plastic to Semi-plastic state) due to heat of hydration or Phase 2 (Structural State) due to Solar effects.

• The 8 key parameters that increase the probability of thermal cracking in Phase 1 are (i) Cement content (ii) SCM’s used (iii) Air Temperature (iv) Concrete temperature (v) Time of Placement (vi) Member thickness (vii) Formwork used (viii) Degree of Restraint.

• The 4 key parameters that influence thermal cracking in Phase 2 are (i) Air Temperature (ii) Thermal Gradient (iii) Direct Solar Radiation (iv) Member thickness.

• Case studies of how the thermal cracking in various concrete structures can occur so easily both in Summer and Winter.

• Tutorial to determine the likelihood of thermal cracking in Phase 1 (following the guidelines set out in CIRIA C660-2007 and C766-2018).


PAUL UNO BE MBdgSc MIE(Aust) CPEng NER RPEQ APEC Engineer IntPE(Aus)

• Over 40 years of experience in the design and construction industry. • Devised the internationally recognised bleed water evaporation E formula

E = 5[(Tc +18)2.5 – r (Ta + 18)2.5](V+4)x10-6 which is used to determine the likelihood of Plastic Shrinkage Cracking.

• Written hundreds of reports for clients on the causes of structural and non-structural cracking in concrete structures.


Recommended Text:




• Mobile 0413 998 031 • Email

[email protected]



Live streamed via


CRACKING IN CONCRETE STRUCTURES DESIGN WORKSHOP

WORKSHOP SUMMARY This course is designed to provide a raised level of awareness about how to detail the steel reinforcement, where the construction joints should be placed for each pour and the issues that may arise on-site from poor detailing.

1.30 - 3.00 Session 3 - PRACTICAL DETAILING FOR ‘COLUMNS AND WALLS’

• Design and placement of steel reinforcement in columns and walls according to AS3600-2018.

• Examines requirements with respect to practicalities such as common reinforced concrete walls, retaining walls and soil conditions alerting designers to the pros and cons of detailing such members.

• Issues such as heavily loaded columns or columns in high rise construction (with very high percentages of steel) can lead to congestion and possible spalling.


3.15 - 5.00 Session 4 - PRACTICAL DETAILING FOR ‘BEAMS, SLABS & STAIRS’

• Structural design of beams and slabs in various forms of construction according to AS3600-2018.

• Examines the detailing with respect to practical solutions that still fit within the frame work of the Australian Standard.

• Real life examples of such elements (eg stairs and where the reinforcement is actually required in such members).

• The problem of congested reinforcement in beams which then compromises concrete cover.



9.00 - 10.45 Session 1 - PRACTICAL DETAILING FOR ‘FOOTINGS, PIERS & PILES’

• Reinforcement details required to ensure footings can be designed “to work”.

• Practical on-site guidelines to solve issues including boundaries, column locations and off sets. o Localised soft soils or high water tables may require a redesign of

a footing or one off adjustments to standard designs.


11.00 - 1.00 Session 2 - PRACTICAL DETAILING FOR ‘SLABS ON GROUND’

• Reinforcement details required to ensure concrete slabs on ground are designed according to the detailing requirements of AS3600-2018.

• Practical on-site guidelines to solve factors such as boundaries, soil conditions and large eccentricities.


IAN HYMAS BSc (Hons) MEngSc

• Structural engineer for over 40 years. • Founding partner of the firm Henry and Hymas. • Member of the current BD-066 Standards committee for the Tilt Up and

Precast Concrete (Prefabricated) Standard AS3850.

Typical questions that arise on-site for the structural designer: • What reinforcement detailing is required for stairs, landings or

retaining walls? • What should be done when starter bars are in the wrong position? • Where should construction joints be located to effectively control

cracking? • What is a practical spacing of joints? • Is the reinforcement adequately distributed in your section? • Should the reinforcement in your footings be cogged or straight? • Are sawn joints better than key joints in slabs? • Should you thicken a slab on ground over a joint? • What are the development length requirements according to

AS3600-2018? • How do you handle penetrations in beams and slabs?

Recommended Text:



FURTHER INFORMATION • Office (02) 9899 7447 • Mobile 0413 998 031 • Email

[email protected]



Live streamed via



DETAILING IN PRACTICE WORKSHOP(for Steel Reinforcement & On-site Construction Issues)

WORKSHOP SUMMARY This two-day course will cover the topic of glass and aluminium facades (also known as Curtain Walls) for medium to high rise buildings. The Standards that will be highlighted include the Glass Standards AS1288 and AS4666, the Aluminium Standard AS1664 and the façade testing Standard AS4284 and AS 2047.

The structural design of glass panes in window frames as well as the structural design of the aluminium that contains the glazing will be addressed. There will be a primary focus on the design of these facades to wind loads (as per AS1170.2) and AS1288. The testing procedure for such facades according to Australian Standard AS4284 (Sirowet test) and AS2047 will be explained, along with real life examples.

All sessions provide worked examples, tutorial exercises and solutions.

DAY 1 (8.30 - 9.00 Zoom invite link will be emailed)

1.30 - 3.00 Session 3 - HIGH RISE WIND DESIGN TO AS1170.2 Medium to Tall Structure Wind Design to AS1170.2 • Terrain Categories • Wind pressure derivations for medium to tall structures • Direction Multipliers • Local Pressure factors for Glazing and Cladding • K factors for wind design in high rise • Effects of Shielding from other buildings • Shear loads on buildings from wind and earthquakes • Drift and Façade Displacement • TUTORIAL

3.00 - 3.15 Afternoon Break . 3.15 - 5.00 Session 4 - GLASS PANEL WIND DESIGN TO AS1288

9.00 - 11.00 Session 1 - GLASS PROPERTIES (incl. THERMAL)

Wind Design for Glazing • Wind Pressures vs Span Tables • Two (2) edge vs Four (4) edge support • Glass Aspect Ratio • Glass Tensile Strength vs Membrane Action • Linear vs Non Linear Analysis • ‘Edge’ pressure vs ‘Away from Edge’ pressures • Glass Fin Design • Localised glass cracking (Butterfly effect) • Safety Glass requirements • Stress Concentrations • TUTORIAL

Sealants, Gaskets and Tapes • Silicone Sealants -Silicones vs Polyurethanes • Other types of sealants • Acetic vs Neutral cured sealants • Bite Calculations • Failure causes in Sealants • Gaskets – Neoprene vs EPDM • Shore A Hardness of Spacer blocks • TUTORIAL

Glass Types • Annealed • Laminated • Heat Strengthened • Toughened • Double Glazing or Insulated Glazed Units (DGU or IGU) • Pigments used to produce coloured glass • Detrimental Nickel Sulphide inclusions in glass • TUTORIAL

Thermal & Energy rating systems • U value vs R value vs Low ‘e’ coatings • SHGC formula and values • T vw value • Air Infiltration value • Thermal Cracking of Glass • BASIX rating system • TUTORIAL


11.15 – 1.00 Session 2 - GLASS ACOUSTICS

Sound Insulation • Acoustic terminology: STL vs (Rw+ Ctr) vs STC and LA or L eq • Double Glazing – Acoustics vs Condensation vs Heat Flow • BCA (NCC) & Aust Standards eg AS1276, AS1191, AS2253 • TUTORIAL


PAUL UNO BE MBdgSc MIE(Aust) CPEng NER RPEQ APEC Engineer IntPE(Aus) • Master’s degree (University of Sydney) on the acoustic topic of ‘Transmission Loss of Building Facades’ • Provided structural design testing for many high-rise glazing curtain wall systems in Sydney including: o 20 Elizabeth St Martin Place (originally called The State Bank) o ABC Radio and Orchestra building at Ultimo o 338 Pitt St Sydney; 66 Clarence St, Sydney o 88-90 Arthur St North Sydney

o Designed the steel rafter support system for the Triangular Glass Skylight (Area 6) Parliament House, Canberra. • Previous employment: H.H. Robertson (taken over by Pilkington) as an Engineering Services Manager (Architectural

Walls Division) and NATA approved laboratory signatory for a 9m x 11m x 2m x 6kPa test rig; Engineering Manager at Australco (curtain wall company).

• Since 2015, he has lectured on the topic of ‘inferior aluminium cladding and its proven fire hazard to high-rise buildings’ at UNSW and the ETIA Risk Management Workshop (e.g The Al Tayer Tower, Dubai 2013, and The Torch, Dubai 2015).


o 127-141 Walker St North Sydney o 32 Phillip St Parramatta o 875 Pacific Hwy Pymble o IBM Headquarters Frenchs Forest

ANDREAS BOOMKAMP MIEAust CPEng RPEQ CMEngNZ

• National Technical Manager for Ancon Building Products in Australia and NZ. • Responsible for product

compliance and custom designs of Ancon’s products in Australia and New Zealand. • Chartered structural Engineer with over

10 years of experience for anchorage in concrete, lifting of precast concrete and connecting concrete systems.

Live streamed via



GLASS & ALUMINIUM FAÇADE DESIGN WORKSHOP



— CURTAIN WALLS IN MEDIUM TO HIGH RISE STRUCTURES

DAY 2

9.00 - 11.00 Session 5 - ALUMINIUM PROPERTIES AND STRUCTURAL DESIGN

1.30 - 3.00 Session 7 - CONNECTIONS, DEFLECTIONS, MOVEMENT, TOLERANCES AND ERECTION

Aluminium design to AS1664 • Anodized Surfaces vs Coatings • 6061 vs 6063 vs 6060 • Tempers eg T4 vs T5 • Hardenability Treatments • Structural requirements and applications of AS1664 • Yield vs Tensile Strength • Allowable vs Ultimate Stresses • Bending vs Buckling • High thermal expansion issues of aluminium • Slotted holes in members and brackets • Welding aluminium issues • Corrosion – Stainless vs Aluminium vs Galvanised Steel • Stainless Steel (to AS4673) vs Galv. Steel (to AS4680) • TUTORIAL

Fire and Aluminium Panels • Composite Panels Manufacture • Fire Issues with Polyethylene Core • Testing for fire in composite aluminium panels • Real life examples around the World • Issues in Australia (e.g. Lacrosse Building) • TUTORIAL


Steel Connections • Steel to Concrete connections e.g. uni-struts • Steel to Aluminium Member connections • Connection pull-out capacity in concrete • Allowance for connection expansion and contraction • Slotted Hole patterns • Common Errors • TUTORIAL

Deflections, Movement, Tolerances • Panel differential movement • Inter-storey Drift • Edge beam deflection • Thermal movement effects • Column shortening due to creep and shrinkage • Allowable Movement Limits and Tolerances • TUTORIAL

Erection Processes • Panel installation • Panel placement - From inside or from outside building • TUTORIAL


3.15 - 5.00 Session 8 - CURTAIN WALL FAÇADE TESTING 11.15 - 1.00 Session 6

- CURTAIN WALL DESIGN Façade Testing (Mock Ups) to AS2047 and AS4284 • Positive and Negative Wind pressure tests • Air infiltration • Proof Testing • Water penetration testing requirements • Real life case studies of façade testing • Pendulum Lead Shot test vs Twin Tyre test • TUTORIAL


Systems and Terminology • Stick System • Panelised (or Unit) System • Mullions, Transoms, Sills • Design calculations using Ixx vs Iyy values • TUTORIAL

Serviceability • Serviceability deflection limits • Support conditions (Edge vs Central) • Vertical Differential Deflection limits • Member tolerances • Column member shortening • Building sway and inter-storey drift • Steel cast-in insert anchorage capacity in concrete • TUTORIAL


Live streamed via FURTHER INFORMATION • Office (02) 9899 7447 • Mobile 0413 998 031

• Email

[email protected]

COURSE COST • 2 day course – $1,540 pp



WORKSHOP SUMMARY This workshop teaches the intricacies of the Plumbing Code in relation to the design of roof guttering and drainage systems.

Designing to the Code is quite different than designing for a Municipal system, or designing for the usual Civil Engineering application. There are a lot of simplifications, rules of thumb, tables and charts that must be complied with.

You will learn how to find the correct storm intensity for each different area of the building site, as roofs, gutters and site areas all have different intensities.

Roof gutters are spatially varied flow with interruption to the flow from the falling water, and bends (if any). The usual open channel flow formulas don’t quite work.

A Down pipe is a vertical pipe that does not flow full, so the usual pipe flow formulas also can’t be used.

Storm water pipe design is vastly simplified. Hydraulic grade levels, and pipes flowing part full are not involved. You will learn the simple techniques to replace this standard method, and how to save hours in design time.

This workshop will show you the correct approach to designing eaves gutters, box gutters, sumps, rain water heads, downpipes, and storm water drainage pipes to the Australian Plumbing Code.

Certifying Authorities are also beginning to insist on documentation by a recognized body (ie Engineers) verifying the design of such things.

With the advent of the National Construction Code, it is now possible to also design for cases that fall outside the limited range of the Plumbing Code. However, this design must be by a recognized authority (ie Engineers).

Also, Architects appreciate their engineers being able to help with their design development phase, which incorporates gutter sizing (especially box gutters), and downpipe sizing and location.

This workshop teaches how to do those things in accordance with the Australian Plumbing Code AS/NZS 3500.3:2015.

Computational Fluid Dynamics (CFD) will also be addressed.

11.15 – 1.00 Session 2 - OPEN CHANNEL FLOW (Eaves, Gutters & Down Pipes) • Open Channel Flow in relation to eaves gutters. • Design of eaves gutters, downpipes and overflows. Code methods

and formulas. • Incorporating rectangular downpipes and semicircular eaves gutters. • How to work from a given gutter size and find the size and number

of downpipes required. • How to work from a given downpipe size and find the number

required and the required gutter size. • How to work from a given number of DP’s and find the size and

associated eaves gutter size. • How to design an overflow system for eaves gutters. Especially high

fronted gutters. • Design for valley gutters and flat roofs. • How symphonic systems work.


1.30 - 3.00 Session 3 - OPEN CHANNEL FLOW (Box Gutters) • Open Channel Flow in relation to box gutters. • Finding the worst wind direction for box gutters. • Sizing box gutters with the outlet at one end. • Sizing box gutters with a sump

and side overflow. • Sizing box gutters with a

sump and vertical overflow. • Notes on how to go above

the Code limit of 16L/sec. • Overland flow paths. • Rainwater head design. • Pipes to tanks. • Fail safe design.


PROGRAMME (8.30 - 9.00 Zoom invite link will be emailed) 3.15 - 5.00 Session 4 - CLOSED PIPES SYSTEMS (Concrete & Plastic Pipes)

9.00 - 11.00 Session 1 - BASIC HYDRAULICS • How to find the ARI or AEP (the required storm frequency) for the

area of the site in question, and how to find the storm intensity from the Bureau of meteorology web site.

• The effect of roof slope on the catchment area.

• The effect of vertical faces on the catchment area.

• How to find the catchment area for downpipes, gutters, and overland flow paths.


• Site stormwater pipe design using concrete pipes and plastic pipes. • Manning’s formula. • Colebrook -White formula. • Tutorial

Certificate of Attendances will be emailed

KEN SUTHERLAND BTech MIEAust RPEQ CPEng • www.roof-gutter-design.com.au & www.waterpipesize.com.au • Managed a Hydraulic Consultancy as well as the Hydraulic Department of a large

Engineering Consultancy for over 25 years. • Worked for Local Government in Water Supply & Sewage, State Governments,

Building Companies, Consultants, & Developers. • Expert witness for many court cases. • Worked as a Project Manager for various types of buildings.



• Mobile 0413 998 031 • Email

[email protected]



Live streamed via



HYDRAULIC ENGINEERING DESIGN WORKSHOP(Stormwater Drainage Systems)

PROGRAMME (8.30 - 9.00 Zoom invite link will be emailed) 3.15 - 5.00 Session 4 - DEFLECTIONS, TOLERANCES, CASE STUDIES

9.00 - 10.45 Session 1 - PORTAL FRAME ANALYSIS AND DESIGN

• Deflections of portal frames and concrete panel supported rafters as well as deflections in bracing systems. Consideration of ‘bolt slip’, effect of tolerances on design assumptions and erection methods.

• Problems that have occurred while erecting industrial buildings. • Actual jobs will be shown (in keeping with client confidence).


• Portal frame analysis and member sizing • Elastic vs Plastic design • Tapered members in frames • Latticed portal frames • Frames with central columns • Economies of frame spacing • Fixed vs Pinned bases • Footing considerations


11.00 – 1.00 Session 2 - ROOF AND WALL SYSTEM

• Roof structure layout & panel layout • Alternative rafter designs • Fly bracing • Roof bracing systems. • Economies of steelwork design o Portal frame vs load bearing panels o Various cladding systems that can be used for Industrial buildings

such as steel sheeting (connected to purlins and girts) • Design of purlins and girts, panels as cladding to portal frame and

steel column buildings; fire ties. • Advantages and disadvantages of cladding alternatives.


1.30 - 3.00 Session 3 - CONNECTIONS IN INDUSTRIAL BUILDINGS

• Connections that are used in portal frame building. • Steel to steel connections, portal frame knee and apex moment

connections, bracing connections and prying forces on plates. • Steel to concrete connections, holding down bolts, steelwork to

concrete panel connections, fixings into concrete cast-in, and mechanical (expansion anchors) chemical anchors.



IAN HYMAS

BSc (Hons) MEngSc



• Member of the current BD-066 Standards committee

for the Tilt Up and Precast Concrete Code AS3850.


• Email

[email protected]




Live streamed via

INDUSTRIAL BUILDINGS DESIGN WORKSHOP


PRECAST & TILT UP DESIGN & CONSTRUCTION WORKSHOP


PROGRAMME (8.30 – 9.00 Zoom invite link will be emailed)


9.00 - 10.45 Session 1 - LAYOUT AND DETAILING

3.15 - 5.00 Session 4 - ANCHORS AND CONNECTIONS

• Key steps in determining panel layout from a structural system viewpoint o panel breakup o joint placement o structural steelwork o roof bracing

• Structural decisions such as number of panels per bay, smaller panels at corners, craneage required, wall openings, where to oversize and slot holes, connections to steel roof, panel to footing details, slab joint details, levelling of shims and tolerance issues.


• Engineering involved in anchoring & transferring load into precast concrete from embedded non-reinforcement – both precast & post-installed anchor systems.

• Types of anchors, bolts and fasteners in the market place. • Pull out capacities (Tension vs Shear)


11.00 – 1.00 Session 2 - PANEL DESIGN

• Structural design methods such as Moment Magnifier. • Method according to Weiler and the ACI, as well as the J. Wyatt

method (PCA) and the ‘green book’ method. • Panel thickness versus various in-services loads, eccentricities,

slenderness, P-Delta effects & fire issues. • Reinforcement requirements (one layer vs two), reinforcement

around openings, stresses during lifting.


1.30 - 3.00 Session 3 - CONSTRUCTION ISSUES

• Design topics such as appropriate design of temporary bracing & props.

• Construction topics such as adequate preparation of detail drawings of panels, transportation of factor cast panels, casting layouts, inspection of panels prior to pouring, crane loads on floor slabs, erecting and bracing panels, steel erection, correct removal of braces and final inspection of steelwork, grouting panels and dowels.

• The speaker will outline many jobs he has been involved with, and where problems with craneage, props, steelwork erection, tolerance & temperature effect have had to be fixed.

Recommended Text:



IAN HYMAS BSc (Hons) MEngSc



• Member of the current BD-066 Standards committee for the Tilt Up and

Precast Concrete (Prefabricated) Standard AS3850.

Live streamed via


• Mobile 0413 998 031 • Email

[email protected]



WORKSHOP SUMMARY Effective risk management can benefit a whole range of areas. Those processes may be structural or mechanical engineering design. It may also be at the planning, and implementation stages of a building construction or the safety aspects on a civil engineering or construction site. A key component of safety that will be discussed in detail is the “PCBU” (ie. Person Conducting a Business or Undertaking).

All these issues must still focus on doing the right projects, at the right time, for the right reasons.

The course is ten (10) hours in length which satisfies IEAust requirements for minimum CPD accrual in this area of Risk. It will conclude with a one (1) hour examination.

A certificate will be issued in due course to all attendees (once the papers have been marked).

3.30 - 5.00 Session 4 (Ross Finnie) - SAFETY IN DESIGN

• Overview of design documentation which can be coordinated by the PCBU and attended by appropriately qualified personnel and key stakeholders (ie. the Client, Designer, Construction team, Architect; Service and Structural Engineers and the Client where practicable) prior to issue.

• Examples of safety in design literature, and examples of safety in design failure and methods of alert and awareness.


8.00 - 10.00 Session 1 (Paul Uno) - RISKS & FAILURES IN THE ENGINEERING & BUILDING INDUSTRY

5.00 - 6.00 Session 5 (Ross Finnie) - EXAMINATION ASSESSMENT • Examination will cover all sessions.

• Construction and engineering failures both in Australia and overseas where risks were taken or oversights made which resulted in on-site failures and fatalities.

• Lessons learnt from these failures to avoid the risk in future projects.

• Risk issues in the mechanical, electrical and process engineering fields.



10.30 - 12.30 Session 2 (Ross Finnie) - WHS RISK MANAGEMENT

• Legal obligation of PCBU’s, workers, officers and managers with regards to the WHS legislative framework.

• Particular focus on Harmonisation, Due Diligence, Duty of Care (Officers and their Obligations), Fingerprints, Manage Risk and Leadership.


1.30 - 3.00 Session 3 (Ross Finnie) - HIGH RISK CONSTRUCTION WORK & MANAGING RISK

• 19 categories of High Risk Construction Work (HRCW) • Key factors include: o Understand the importance of detailed development of Safe

Work Method Statements. o Understand the importance of Risk Assessments covering the

tasks carried out on site, how to manage them; reduce risk and methods of ongoing monitoring.

o How a SWMS ties in with a Project Risk Assessment.


PAUL UNO BE MBdgSc MIEAust CPEng NER RPEQ APEC Engineer IntPE(Aus)

• Over 40 years of experience in the design and construction industry.

• Part-time Senior Lecturer – UNSW and The University of Sydney.

(IE Aust CPEng requirement)

ROSS FINNIE

• Over 40 years’ experience in construction industry. • Over 34 years of experience in managerial roles,

site foreman, site manager, project manager, construction manager, IMS manager and Safety.

Live streamed

via


• Email

[email protected]





RISK MANAGEMENT WORKSHOP

10 HOUR COURSE

(IE Aust CPEng requirement)

8am - 6pm

ENGINEERING TRAINING INSTITUTE AUSTRALIA PO Box 913 Baulkham Hills NSW 1755 Ph: (02) 9899 7447 Mob: 0413 998 031

Email: [email protected] Website: www.etia.net.au A.B.N. 27 830 322 080

REGISTRATION FORM 1 CEMENT & CONCRETE TECHNOLOGY & PRACTICE

WORKSHOP (2 day course - $1,420 pp) Attendee Name/s Amount

• LIVE STREAM – Tue 28 + Wed 29 July 2020 $

2 COLD FORMED STEEL DESIGN WORKSHOP (1 day course - $910 pp) Attendee Name/s Amount

• LIVE STREAM – Thu 9 July 2020 $

3 COMPOSITE STEEL & CONCRETE STRUCTURES WORKSHOP (1 day course - $840 pp) Attendee Name/s Amount


4 CONCRETE POOLS & TANKS DESIGN WORKSHOP (1 day course - $700 pp) Attendee Name/s Amount

• LIVE STREAM – Wed 24 June 2020 $

RECOMMENDED TEXT: Reinforced Concrete: The Designers Handbook (2015 Revised Edition) – $170 QTY: $

5

CRACKING IN CONCRETE STRUCTURES DESIGN WORKSHOP (1 day course - $710 pp) Attendee Name/s Amount

• LIVE STREAM – Wed 1 July 2020 $


6 DETAILING IN PRACTICE WORKSHOP (1 day course - $740 pp) Attendee Name/s Amount

• LIVE STREAM – Tue 21 July 2020 $


7 GLASS & ALUMINIUM FAÇADE DESIGN WORKSHOP (2 day course - $1,540 pp) Attendee Name/s Amount

• LIVE STREAM – Mon 29 +Tue 30 June 2020 $

8 HYDRAULIC ENGINEERING DESIGN WORKSHOP (1 day course - $800 pp) Attendee Name/s Amount

• LIVE STREAM – Thu 25 June 2020 $

9 INDUSTRIAL BUILDINGS DESIGN WORKSHOP (1 day course - $810 pp) Attendee Name/s Amount


10 PRECAST & TILT UP DESIGN & CONSTRUCTION WORKSHOP (1 day course - $770 pp) Attendee Name/s Amount

• LIVE STREAM – Tue 14 July 2020 $


11 PRESTRESSED CONCRETE DESIGN WORKSHOP (2 day course - $1,430 pp) Attendee Name/s Amount

• LIVE STREAM – Mon 22 + Tue 23 June 2020 $

12 RISK MANAGEMENT WORKSHOP (1 day course - $900 pp) Attendee Name/s Amount

• LIVE STREAM – Tue 7 July 2020 $ TOTAL COST $

(GST included)

NB: Cancellations made more than 5 working days prior to a course will incur a 20% processing fee of the full registration amount. Cancellations made 5 working days or less will incur forfeiture of the full registration fee.

EA JUNE 2020

ENGINEERING TRAINING INSTITUTE AUSTRALIA PO Box 913 Baulkham Hills NSW 1755 Ph: (02) 9899 7447 Mob: 0413 998 031

Email: [email protected] Website: www.etia.net.au A.B.N. 27 830 322 080

HOW TO REGISTER

Option 1: Register online www.etia.net.au (Receive immediate tax invoice receipt & confirmation) Option 2: Fill in this form and email to [email protected] (Allow 3 – 5 business days for tax invoice receipt & confirmation)

VISA* MASTERCARD* AMEX*(additional 1.1% surcharge) * All credit cards are charged a merchant fee of $0.50 per course

CVV#

Cardholder’s Name____________________________________ Expiry Date_____ /_____ Signature__________________________

Person Handling Payment__________________________________ Email________________________________________________

Company _________________________________________________________ Phone (_____)__________________________

Attendee #1 Email __________________________________________________________________________________________

Attendee #2 Email __________________________________________________________________________________________

Postal Address _____________________________________________________________________________________________

Suburb _________________________________________________________ State ___________ Postcode _____________

HOW DID YOU FIND OUT ABOUT US? (Please circle) 1) Engineers Australia magazine 2) ETIA website 3) Brochure in mail 4) Sponsor 5) Email

6) Training manager 7) Google search 8) Other _______________________________

LIVE STREAMING DETAILS 1. Register for the selected course/s. (Email the completed registration form to [email protected] OR register online www.etia.net.au)

2. Attendees must register at least 24 hours before the live streamed workshop.

3. Please ensure the attendee provides their own personal/work email upon registration.

4. Attendees will be emailed a Zoom link between 8:30am - 9:00am on the day of the course, to join the live stream.

(Note: Zoom needs to be downloaded on your device to view the live streamed workshop.)

NB: Cancellations made more than 5 working days prior to a course will incur a 20% processing fee of the full registration amount. Cancellations made 5 working days or less will incur forfeiture of the full registration fee.

EA JUNE 2020

FINE SOFTWARE (GEO5) available from ETIA website link

https://www.etia.net.au/store

Engineering Training Institute Australia Sponsors 2020 AFS Formwork www.afsformwork.com.au Ancon Building Products www.ancon.com.au BarChip Inc. www.barchip.com Concrete Masonry Association of Australia www.cmaa.com.au Connolly www.connollykeyjoint.com CSR Hebel www.hebel.com.au Danley www.danley.com.au Engineering Accountants & Advisors www.unoaccounting.com.au FINE Software www.etia.net.au/store Granor Rubber & Engineering www.granor.com.au Helifix www.helifix.com.au Katana Foundations www.katanafoundations.com.au RamsetReid www.ramsetreid.com Think Brick Australia www.thinkbrick.com.au WoodSolutions www.woodsolutions.com.au

DOWNLOAD FREE DEMO

VERSION

FREE DEMO Scan the QR Code to download the demo

FINE SOFTWARE (GEO5) available from ETIA website link

https://www.etia.net.au/store

Engineering Training Institute Australia Sponsors 2020 AFS Formwork www.afsformwork.com.au Ancon Building Products www.ancon.com.au BarChip Inc. www.barchip.com Concrete Masonry Association of Australia www.cmaa.com.au Connolly www.connollykeyjoint.com CSR Hebel www.hebel.com.au Danley www.danley.com.au Engineering Accountants & Advisors www.unoaccounting.com.au FINE Software www.etia.net.au/store Granor Rubber & Engineering www.granor.com.au Helifix www.helifix.com.au Katana Foundations www.katanafoundations.com.au RamsetReid www.ramsetreid.com Think Brick Australia www.thinkbrick.com.au WoodSolutions www.woodsolutions.com.au

DOWNLOAD FREE DEMO

VERSION

FREE DEMO Scan the QR Code to download the demo

ENGINEERING TRAINING INSTITUTE AUSTRALIA · superplasticisers, air entraining agents,...

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