NS BlueScope General PowerPoint Template (with Instructions)

[Virtual Presenter] Hi, good morning, everyone! Thank you to everyone for being here with us today. We are very pleased to welcome you to join today webinar with the topic of “Design Optimisation of Metal Roof Flashing & Capping - For Sustainable Watertightness and Perfect Aesthetics”. Brought to you by NS BlueScope Lysaght. We appreciate very much if you can mute your mic during the session and you can raise your question from time to time by type into the chat box with your email address. I will try my best to answer your questions in the end of this webinar. Otherwise, I will return an email to you to answer your questions..

[Audio] Alright! That's it for my sharing session today. Feel free to ask any questions or you would like to clarify anything that is not clear. Thank you! Let us take a look on the chat box and see any questions are posted..

[Audio] This session will be focusing on different type of standard flashings that are commonly use on roof and wall. In addition, I will present some customised flashing and rainwater goods as well. Then, some case study will be shared. At the end of this session, we will open Q&A session to all the audiences..

[Audio] Without further ado, let's start with the first topic of today – Definition of Flashing.

Choose the right product to resist wind load. How can I assure these products can resist the calculated wind load?.

Point 1: MS2523. Static Wind uplift test requirement according to MS2500.

Testing?. Calculation?. Wind uplift capacity performance of metal roof and wall.

How many failure modes of screw fixed corrugated product that might be occurred?.

Connection Failure. c d e c e c. Local Buckling. Failure modes of screw fixed corrugated products.

undefined. Failure modes of screw fixed corrugated products.

Failure modes of screw fixed corrugated products.

Which is the easiest way to get the accurate answer?.

The way to test the pressure capacity of metal roof and wall.

undefined. The way to test the pressure capacity of metal roof and wall.

Raw data harvesting from the test. Upon the data is harvested from the test, we will put it into record. All the test data still in raw data without safety (or reduction) factor..

Determine the final pressure capacity. We will apply factors into the raw data according to According to AS 1562.1:2018, PART 5, Clause 5.3, Table 5.1. We can do interpolation to get the intermediate wind uplift capacity. For example, we tested 900mm and 1500mm span. Then, we get the value of 1000mm and 1200mm by interpolation. However, you are not allowed to extrapolate the value to get the figure out of the range. This final data will be published in brochure as wind uplift capacity table of a product..

Summary of the process. R&W profile is tested according to AS4040.2 by using pressure rig The Serviceability & Strength Load are recoded Apply safety (reduction) factor to the Serviceability & Strength Load according to AS1562.1-2018 Publish the data as wind uplift capacity.

QUIZ time. Which is the best method to determine the wind load capacity of roof and wall product? Testing Calculation.

[Audio] Without further ado, let's start with the first topic of today – Definition of Flashing.

[image] 0.42mrn SPAN Internal OABrnm SPAN Single SPAN S i ngle LIMIT STATE WIND PRESSURE CAPACITIES (kPa) - WITHOUT EDGE STIFFENER SPAN (mm) LIMIT STATE Stre • serviceability Strength • serviceability Strength• LIMIT STATE SorvvceaDdd Stre • eability Stre • serviceability Stmn91h• LIMIT STATE Serviceabil't Strength • Serviceability Stre • eability Strength' 096 2.02 0.85 1.86 0.78 1.20 2.34 1.18 9tx) 1.72 1.37 3.58 2.03 1200 0.85 083 113 0.76 100 2,12 229 1200 1.76 30s 1500 080 0, 74 15m 089 1.85 2.25 1500 305 1,69 2.51 3 06 0.66 182 076 1.39 0.72 ong 1,61 Vlo LIE 2.73 1.54 2,20 187 213 2100 056 1.36 0.71 1.20 0.68 24m 1.21 0.64 1 .04 0.64 SPAN (mm) 2100 0.89 0.94 1.68 0.99 2.tcxj 1,25 0.82 1.39 0.87 SPAN (m) cr99 1.33 1.49 2 30 2 dtx) 083 1.12 1.67 1.32 2700 057 1.00 0.59 2100 1,13 071 0.77 2700 0.95 163 0.92 o. so 0.97 054 0.62 1.27 0.69 0.81 1.30 3300 043 0.94 0.50 3300 093 0.53 122 064 3300 0.70 120 36 co 0.35 0.91 0.45 qg 36cn 0.45 1.16 0.58 36 tn 0.60 1.10 0.72.

1 Cladding profile. 2 Base Metal Thickness. Factors in determining the metal roof and wall wind pressure capacity.

Cladding profile. 0.42mm BMT TYPE OF LIMIT STATE SPAN Serviceability Single Strength* Serviceability End Strength* Serviceability Internal Strength* 0.48mm BMT TYPE OF LIMIT STATE SPAN Serviceability Single Strength* Serviceability End Strength • Serviceability Internal Strength* FOR ROOFS (cic) SPAN (mm) 900 3.46 10.85 3.12 7.94 3.47 9.09 900 3.97 11.07 4.11 9.00 4.28 10.28 1200 2.67 8.70 2.71 6.46 2.99 7.53 1200 3.07 9.53 3,49 7.42 3.59 8.49 1500 1.94 6.70 2.31 5.08 2.54 6.08 1800 1.29 4.98 1.93 3.88 2.13 4.79 2100 0.80 3.68 1.58 2.95 1.76 3.78 2400 0.48 2.92 1.27 2.36 1.46 FOR ROOFS (cic) SPAN (mm) 1500 2.21 8.06 2.89 5.93 2.93 6.80 1800 1.42 6.72 2.34 4.64 2.33 5.32 2100 0.91 5.57 1.85 3.64 1.83 4.15 2400 0.55 4.65 1.44 2.99 1.44 3.36 2700 0.32 2.58 0.99 2.04 1.21 2.69 2700 0.35 3.93 1.09 2.63 1.15 2.87 3000 0.24 2.53 0.74 1.92 0.99 2.48 3000 0.27 3.33 o. 79 2.46 0.93 2.54 3300 0.79 2.34 3300 0.24 2.80 0.52 2.39 0.73 2.41.

0.42mm BMT. Base Metal Thickness. 0.42mm BMT TYPE OF LIMIT STATE SPAN Serviceability Single Strength* Serviceability End Strength* Serviceability Internal Strength* 0.48mm BMT TYPE OF LIMIT STATE SPAN Serviceability Single Strength* Serviceability End Strength* Serviceability Internal Strength* FOR ROOFS (c/c) SPAN (mm) 900 3.46 10.85 3.12 7.94 3.47 9.09 900 3.97 11.07 4.11 9.00 4.28 10.28 1200 2.67 8.70 2.71 6.46 2.99 7.53 1200 3.07 9.53 3.49 7.42 3.59 8.49 1500 1.94 6.70 2.31 5.08 2.54 6.08 1800 1.29 4.98 1.93 3.88 2.13 4.79 2100 0.80 3.68 1.58 2.95 1.76 3.78 2400 0.48 2.92 1.27 2.36 1.46 3.11 FOR ROOFS (c/c) SPAN (mm) 1500 2.21 8.06 2.89 5.93 2.93 6.80 1800 1.42 6.72 2.34 4.64 2.33 5.32 2100 0.91 5.57 1.85 3.64 1.83 4.15 2400 0.55 4.65 1.44 2.99 1.44 3.36 2700 0.32 2.58 0.99 2.04 1.21 2.69 2700 0.35 3.93 1.09 2.63 1.15 2.87 3000 0.24 2.53 0.74 1.92 0.99 2.48 3000 0.27 3.33 0.79 2.46 0.93 2.54 3300 0.79 2.34 3300 0.24 2.80 0.52 2.39 0.73 2.41.

0.42mm BMT. STANDARD (0.42mm BMT) TYPE OF SPAN FASTENERS PER LIMIT STATE SPAN (mm) Single End Internal SHEET PER SUPPORT Serviceability Strength Serviceability Strength Serviceability Strength Serviceability Strength Serviceability Strength Serviceability Strength 900 2.04 8.35 4.24 10.25 2.05 5.85 3.75 6.90 1.96 6.90 4.74 8.55 1200 1.64 6.85 3.07 8.35 1.82 4.40 3.19 5.65 1.81 5.80 4.05 6.80 1500 1.27 5.45 2.02 6.60 1.61 3.20 2.67 4.55 1.66 4.70 3.38 5.40 1800 0.96 4.30 1.20 5.20 1.40 2.35 2.20 3.75 1.52 3.70 2.75 4.35 2100 0.72 3.50 0.68 4.25 1.20 1.85 1.78 3.15 1.37 2.85 2.20 3.55 2400 0.54 2.95 0.42 3.70 1.02 1.55 1.40 2.70 1.23 2.25 1.73 2.95 2700 0.41 2.60 0.33 3.40 0.83 1.45 1.05 2.40 1.08 1.80 1.36 2.55 3000 0.30 2.30 0.30 3.20 0.65 1.40 0.72 2.20 0.93 1.60 1.08 2.30 3300 o. 79 1.50 0.87 2.20.

0.42mm BMT. Span type. 0.42mm BMT TYPE OF LIMIT STATE SPAN Serviceability Single Strength* Serviceability End Strength* Serviceability Internal Strength* FOR ROOFS (cic) SPAN (mm) 900 3.46 10.85 3.12 7.94 3.47 9.09 1200 2.67 8.70 2.71 6.46 2.99 7.53 1500 1.94 6.70 2.31 5.08 2.54 6.08 1800 1.29 4.98 1.93 3.88 2.13 4.79 2100 0.80 3.68 1.58 2.95 1.76 3.78 2400 0.48 2.92 1.27 2.36 1.46 3.11 2700 0.32 2.58 0.99 2.04 1.21 2.69 3000 0.24 2.53 0.74 1.92 0.99 2.48 3300 0.79 2.34.

0.42mm BMT. Span Length. 0.42mm BMT TYPE OF LIMIT STATE SPAN Serviceability Single Strength* Serviceability End Strength* Serviceability Internal Strength* FOR ROOFS (cic) SPAN (mm) 900 3.46 10.85 3.12 7.94 3.47 9.09 1200 2.67 8.70 2.71 6.46 2.99 7.53 1500 1.94 6.70 2.31 5.08 2.54 6.08 1800 1.29 4.98 1.93 3.88 2.13 4.79 2100 0.80 3.68 1.58 2.95 1.76 3.78 2400 0.48 2.92 1.27 2.36 1.46 3.11 2700 0.32 2.58 0.99 2.04 1.21 2.69 3000 0.24 2.53 0.74 1.92 0.99 2.48 3300 0.79 2.34.

Fixing method. 0.42mm BMT TYPE LIMIT OF STATE SPAN Single Serviceability Strength* End Serviceability Strength* Internal Serviceability Strength* 0.48mm BMT TYPE LIMIT OF STATE SPAN Single Serviceability Strength • End Serviceability Strength' Internal Serviceability Strength* SPAN (mm) 900 0.96 2.02 0.85 1.86 0.78 1.91 900 1.11 2.40 1.20 2.34 1.18 2.21 1200 0.85 1.85 0.83 1.73 0.76 1.76 1200 1.00 2.12 1.18 2.29 1.17 2.15 1500 0.75 1.69 0.80 1.58 0.74 1.61 1500 0.89 1.85 1.14 2.25 1.15 2.03 1800 0.66 1.52 0.76 1.39 0.72 1.45 1800 0.79 1.61 1.05 2.01 1.10 1.79 2100 0.56 1.36 0.71 1.20 0.68 1.31 2400 0.49 1 .21 0.64 1.04 0.64 1.19 SPAN (mm) 2100 0.69 1.40 0.94 1.68 0.99 1.52 2400 0.59 1 .25 0.82 1.39 0.87 1 .30 2700 0.41 1.07 0.57 1.00 0.59 1.10 2700 0.50 1.13 0.71 1.33 0.77 1.28 3000 0.34 0.92 0.50 0.97 0.54 1.05 3000 0.41 1.04 0.62 1.27 0.69 1.27 3300 0.28 0.78 0.43 0.94 0.50 1.00 3300 0.32 0.97 0.53 1.22 0.64 1 .26 3600 0.35 0.91 0.45 0.98 3600 0.45 1.16 0.58 1.24.

[image] 0.42mm gMr TYPE SPAN LIMIT STATE WIND PRESSURE CAPACITIES (kPa) - WITHOUT EDGE STIFFENER SPAN (mm) LIMIT STATE Serviceabilit Strength • Serviceability Strength• Serviceability Strength' goo 0.96 2.02 0.85 1.86 0.7B 900 1.11 2.40 1.20 2.34 1.1B 900 3.74 1.77 3.5B 2.03 325 1200 0.85 1.85 0.83 1.73 0.76 1 76 1200 1.00 2.12 1,18 2.29 1.17 215 1200 1.53 3.39 1.76 3.05 1.94 1 500 o, 75 169 0.80 1.58 0, 74 15m 089 1.85 1.14 2,25 203 1.34 3.05 1,69 251 1.82 306 1800 066 1.52 0.76 1.39 0.72 009 1.05 log 1.16 2.73 1.54 220 273 2100 0.56 186 0.71 1.20 068 2400 0.49 121 0.64 1.04 064 0.48mm BMT TYPE SPAN Internal LIMIT STATE Serviceability Strength • Serviceability Strength• Serviceability Strength• SPAN (mm) 2100 069 1.40 0.94 1,68 099 2400 D 59 1.25 0.82 1,39 081 130 0.60mm BMT TYPE S ngle Internal LIMIT STATE Serviceability Strength• Serviceability Strength Serviceability Strenqth• SPAN (mm) 2100 o.gg 1,33 1.49 230 0.83 1,12 1.32 190 2700 0.57 0.59 u 50 1.13 0.71 1.33 0.67 1.82 0.95 1 1.16 163 3000 0.34 0.92 0.50 0.97 0.54 3000 0.41 1.04 0.62 1.27 0_69 3000 0.53 1.53 0.81 1_30 1.00 48 3300 0.28 0.78 0.43 0.94 0.50 00 3300 0.32 0.97 0.53 1.22 0.64 3300 0.38 1.25 0.70 1.20 0.86 3600 0.35 0.91 0.45 3600 0.45 1.16 0.58 24 3600 0.60 1.10 0.72 136.

Calculated wind load = 1.2kPa. Choose the right product with correct support spacing.

0.42mm BMT. [image] surv-u. Choose the right product with correct support spacing.

Calculated wind load = 2.0kPa. Choose the right product with correct support spacing.

0.42mm BMT. Choose the right product with correct support spacing.

QUIZ time. Which is the factor not affecting the wind load capacity of steel roof and wall product? Base Metal Thickness Profile Fixing Method / No of Fasteners Purlin Type.

[Audio] Alright! That's it for my sharing session today. Feel free to ask any questions or you would like to clarify anything that is not clear. Thank you! Let us take a look on the chat box and see any questions are posted..

[Audio] This session will be focusing on different type of standard flashings that are commonly use on roof and wall. In addition, I will present some customised flashing and rainwater goods as well. Then, some case study will be shared. At the end of this session, we will open Q&A session to all the audiences..

Marina Bay Sands. Profile Example: Lysaght Powerdek.

Where is the floor slab?. ZOOM IN. Composite Slab Design Concepts.

Lets remove the facade. Composite Slab Design Concepts.

Granite. Composite Slab Design Concepts. [image] 4.

[image]. Composite Slab. [image] typical detail. Steel beam.

Re-entrant trough profile. [image]. Centroidal axis of sheet b) Re-entrult profile.

Open trough or trapezoidal profile. Centroidal axis of sheet.

[Audio] Alright! That's it for my sharing session today. Feel free to ask any questions or you would like to clarify anything that is not clear. Thank you! Let us take a look on the chat box and see any questions are posted..

Design procedure. 0. Interpret Drawing Input Check Output.

REFERENCES CODE. EUROCODE Malaysian Standard Singapore Standard Eurocode - Basis Of Structural Design MS EN 1990:2010 SS EN 1990:2008 Eurocode 1: Actions On Structures - Part 1-1: General Actions - Densities, Self-weight, Imposed Loads For Buildings MS EN 1991-1-1:2010 SS EN 1991-1-1:2008 Malaysia National Annex to MS EN 1991-1-2:2023, Eurocode 1 - Actions on structures Part 1-2: General actions - Actions on structures exposed to fire MS EN 1991-1-2:2023 (NATIONAL ANNEX:2023) SS EN 1991-1-2:2008 Malaysia National Annex to MS EN 1991-1-6:2022, Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution MS EN 1991-1-6:2022 (NATIONAL ANNEX 2022) SS EN 1991-1-6:2009 Eurocode 2: Design Of Concrete Structures - Part 1-1: General Rules And Rules For Buildings MS EN 1992-1-1:2010 SS EN 1992-1-1:2008 Malaysia National Annex to MS EN 1992-1-2:2023, Eurocode 2 - Design of concrete structures - Part 1-2: General rules – Structural fire design MS EN 1992-1-2:2023 (NATIONAL ANNEX:2023) SS EN 1992-1-2:2008 Eurocode 3 - Design Of Steel Structures - Part 1-3: General Rules - Supplementary Rules For Cold-formed Members And Sheeting MS EN 1993-1-3:2019 SS EN 1993-1-3:2010 Eurocode 4 - Design of composite steel and concrete structures - General rules and rules for buildings Not available SS EN 1994-1-1:2009 Eurocode 4 - Design of composite steel and concrete structures - General rules - Structural fire design Not available SS EN 1994-1-2:2009.

REFERENCES CODE. EUROCODE British Standard EN 1990: EUROCODE - BASIS OF STRUCTURAL DESIGN BS 6399: Part 1: 1996 Loading for buildings Part 1. Code of practice for dead and imposed loads. EN 1991-1-1: EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-1: GENERAL ACTIONS - DENSITIES, SELF-WEIGHT, IMPOSED LOADS FOR BUILDINGS BS 5950: Part 6:1995 Structural use of steelwork in building Part 6. Code of practice for design of light gauge profiled steel sheeting MS EN 1991-1-2:2023 (NATIONAL ANNEX:2023) Malaysia National Annex to MS EN 1991-1-2:2023, Eurocode 1 - Actions on structures Part 1-2: General actions - Actions on structures exposed to fire BS 5950: Part 6:1995 Structural use of steelwork in building Part 6. Code of practice for design of light gauge profiled steel sheeting MS EN 1991-1-6:2022 (NATIONAL ANNEX 2022) Malaysia National Annex to MS EN 1991-1-6:2022, Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution BS 5950: Part 4: 1994 Structural use steel work in buildings Part 4. Code of practice for design of composite slabs with profiled steel sheeting. EN 1992-1-1: EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS BS 8110: Part 1: 1997 Structural use of concrete Part 1. Code of practice for design and construction. MS EN 1992-1-2:2023 (NATIONAL ANNEX:2023) Malaysia National Annex to MS EN 1992-1-2:2023, Eurocode 2 - Design of concrete structures - Part 1-2: General rules – Structural fire design BS 5950; Part 8: 2003 Structural use of steel work in building Part 8. Code of practice for fire resistant design. MS EN 1993-1-3: EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING BS 476- 20 & -21: Fire tests on building materials and structures EN 1994-1-1: Eurocode 4 - Design of composite steel and concrete structures - General rules and rules for buildings EN 1994-1-2: Eurocode 4 - Design of composite steel and concrete structures - General rules - Structural fire design.

The design stage. Formwork Stage. Composite Stage.

Formwork Design. [image] conv 1. [image] pfwk 1. Conventional construction with propping.

Formwork Design. Roles of steel deck during construction – Support dead load and construction load..

Formwork Design. BONDEK@II continuous over single slab span 17 Concrete slab II II One row of I Itemporary props Equal formwork spans Slab span 11 11 I I Two rows I I of temporary props Equal formwork spans Slab span.