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[null,"The Structural Carbon Tool"]
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[null,"Welcome"]
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[null,"The structural engineer’s first priority in the Climate Emergency is to minimise carbon emissions by minimising the use of new material as far as possible. This tool has been created to help you make quantitative decisions \nas to how best to go about doing this."]
[null,"Do not use this tool just to calculate carbon."]
[null,"Use this tool to reduce the embodied carbon footprint of your design."]
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[null,"You can do this by:\n     •   estimating the amount of carbon in different parts of the design\n     •   identifying carbon hotspots and opportunities to target for material reduction\n     •   understanding rough differences between different structural options\n     •   communicating decision-making impacts with your design team"]
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[null,"Always use regional average carbon factors until you have a confirmed supply chain with project-specific carbon data:\n     •   Don't be tempted to specify lower-carbon versions of materials where the constituent materials are in \n         high demand\n     •   This behaviour skews your results, and global carbon emissions won't change due to one project (in \n         fact they may increase)\n     •   For every tonne of lower-carbon material you receive, someone else gets a tonne of higher-carbon \n         material, and the industry average emissions remain constant.\n"]
[null,"        •   For more information, refer https://www.istructe.org/journal/volumes/volume-99-(2021)/issue-10/seeing-the-bigger-picture-industry-emissions/"]
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[null,"Consider the whole picture:"]
[null,"     •   A1-A5 upfront emissions released during construction\n     •   A-C whole life-cycle emissions from construction through to deconstruction\n     •   Carbon sequestration (storage) during the building's life\n     •   Module D possible future benefit / burdens following deconstruction\n     •   Impacts other than carbon (not currently quantified here)\n     •   Specify enough material, and no more",null," "]
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[null,"When looking at these, remember that we are in a climate emergency and we must reduce our carbon \nemissions to zero by the year 2050 at the absolute latest."]
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[null,"Remember that every decision on every project matters."]

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[null,"The Structural Carbon Tool"]
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[null,"User Guide"]
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[null,"Purpose",null,null,"Calculating embodied carbon process overview"]
[null,"The purpose of this tool is to assist structural engineers in making embodied carbon estimates for structural schemes. The calculations made in this tool follow the carbon calculation principles provided by the IStructE publication \"How to Calculate Embodied Carbon\", 2nd ed. (2022). The insights gained from this tool allows for the comparison of embodied carbon between structural schemes, as well as indicating how choices of material type, specification and quantity may affect the estimated embodied carbon for a scheme."]
[null,"Be aware that carbon calculations typically have a low accuracy until final materials have been confirmed for delivery to site. The calculations performed in this tool are based on best-practice industry information available at the time of publishing and is subject to update. Embodied carbon results are intended to provide a ‘guide’ for comparison purposes and should not be taken as a definitive value for the project."]
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[null,"Prerequisites"]
[null,"In order to use this tool, information must be obtained from designs, models or otherwise, giving the type, specification and quantity of materials used for a specific scheme."]
[null,"The Structural Carbon Tool is designed to work with Microsoft Excel 2016 or later. For earlier versions of Excel some formulae will not work correctly."]
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[null,"User Guide"]
[null,"This guide gives an overview of the key features on each sheet. "]
[null,"\nGeneral\nLight Grey Cells - User input\nDark Grey Cells - Data cells\nGreen Cells - Calculation output\nRed Cells - Cell error (check material information is correct)\nPassword to unprotect sheets: carbon\nCells can be copied and pasted but whole rows or columns cannot.\n \n",null," "]
[null,null,null,null,"Reference: Figure 2.2 IStructE 'How to calculate embodied carbon' 2nd ed. (2022)"]
[null,"Project Info Sheet"]
[null,"-Enter the relevant project information and assumptions into the 'Project Information' table.\n-'Project Cost' and 'Gross Internal Floor Area' must be entered to calculate global embodied carbon values.\n-2030 targets shown based on the 'Typology' chosen.\n-Enter any site/project relevant assumptions into the 'Assumptions' table. The default values may be used if values are not known."]
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[null,"Scheme Sheets"]
[null,"For each scheme:"]
[null,"-Enter the scheme name in cell F3, (name of tab is changed automatically to scheme name).\n-The 'Print Preview' button shows a print preview of the current page.\n-Note: you could also use the scheme tabs to track embodied carbon through the design & construction phase e.g. Scheme 1 = RIBA Stage 2, Scheme 3 = RIBA Stage 3 & so on."]
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[null,"For each material present in a scheme:"]
[null,"-Enter the 'Material', 'Material Type' and 'Material Specification'.\n-Enter the 'Structural Element' for which the material is used.\n-Enter a 'Description' (optional). Note this is for user reference and does not affect calculations.\n-Amend the 'Component Lifespan' if this is different to the design life of the building. This allows for components to be replaced during the life of the building. The associated embodied carbon is reported under lifeycle module B4. \n-Indicate whether the component is 'Temporary Works'. This column is defaulted to 'No'.\n-If 'Temporary Works' = 'Yes' then the user must state the % of temporary works that will be wasted (not reused) after use on this project. \n-Enter the calculated 'Material Quantity', either as Volume [m3] or Mass [kg], chosen in the adjacent column.\n-If relevant, enter the type of concrete reinforcement used, custom rebar densities may be entered on the 'Custom Data, sheet. Ensure that the custom rebar values are entered before filling out the scheme sheets, or that the relevant reinforcement inputs are updated on each sheet after changing values in the Reinforcement Rate Table. Reinforcement cells that do not match a reinforcement value in the Reinforcement Rate Table are highlighted in red."]
[null,"Notes:"]
[null,"-'Excavation-Foundations' is calculated automatically based on the volume of foundations and lowest slab. Basement walls are not included. Extra excavation may be added in 'Excavation-Other'.\n-The emissions calculated for excavation are based upon the 'Average distance to landfill' and 'Percentage excavation removed from site' on the 'Project Info' sheet.\n-The green section shows total, staged and biogenic carbon emission data for each material.\n-Biogenic carbon is only applicable to timber elements and is negative due to sequestration. \n-Charts and infographics below main table are updated automatically.\n-The 'Component Lifespan' defaults to the 'Design Life' of the building when the workbook opens. If the user changes this value then the default no longer works. The tool will show the cell blue if this cell is left empty to prompt the user to enter a value."]
[null,"Overview of scheme infographics:\n-Element emission breakdown: Shows a pie chart displaying the percentages of carbon emissions from each structural element group e.g. frame. \n-Carbon equivalents: Displays information comparing the scheme's A1-A5 emissions to equivalent examples.\n-2030 Targets: Shows whether the scheme meets the relevant 2030 targets set out by SCORS, RIBA and LETI.\n-SCORS Label: Provides a rating for the scheme based on A1-A5 emissions (ex. biogenic carbon) divided by GIA as defined on Project Info page. Follows rules outlined in \"Setting carbon targets: an introduction to the proposed SCORS rating scheme\", Arnold et al, The Structural Engineer (2020)\n"]
[null,"\nComparisons Sheet\n-This sheet shows graphs and infographics comparing embodied carbon data between the selected schemes.\n-To show a scheme on the comparison page, ensure 'Include in comparison' is set to yes.\n-All comparison charts are updated automatically."]
[null,"Overview of comparison charts:\n-Estimated embodied carbon (tCO2e) Modules A1 - A5 and A - C: Compares the embodied carbon of the selected schemes to practical completion (A1 - A5) and over the life cycle (A - C).\n-Estimated embodied carbon (tCO2e) Modules A1 - A5 by element: Compares the embodied carbon divided into element types of the selected schemes to practical completion (A1 - A5).\n-Estimated embodied carbon (tCO2e) by lifecycle stages: Gives a detailed overview of embodied carbon for specific lifecycle stages, including biogenic carbon and module D.\n-Comparisons to 2030 targets (kgCO2/m2): Shows the embodied carbon per m2 for each scheme in relation to the relevant 2030 targets set out by SCORS, RIBA and LETI.\n"]
[null,"-Scheme ranking table: Shows the ranking of the selected schemes by upfront embodied carbon (A1 - A5) from best to worst.\n-Carbon equivalents (highest vs lowest): Compares the schemes with the highest and lowest embodied carbon in terms of equivalent examples."]
[null,"Cumulative embodied carbon over time graph:\n-This graph shows the cumulative embodied carbon in tonnes CO2e through the lifespan of the building and after deconstruction. The chart splits the embodied carbon into 'fossil carbon' and 'biogenic carbon' to reflect the revised approach explained in How to Calculate Embodied Carbon 2nd ed. (2022).  Note that the user can select which data to show on this chart. For example you would only select 'yes' for biogenic carbon if the scheme includes timber elements. "]
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[null,"Custom Data (Advanced Users)"]
[null,"-This sheet allows the user to enter material specifications that are not listed in the tool, i.e. specific product EPDs.  A detailed guide of how to enter these specifications is provided on the 'Custom Data' sheet."]
[null,"-Where materials or products have been newly manufactured for the project, these may be included using regular materials as A1-3 emissions. Where materials are being reused, or will be reused, a custom EPD may be used to reflect the transportation emissions bringing these to site (A4) along with any waste allowances (A5w)."]
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[null,"Lifecycle Material Data"]
[null,"-This sheet allows the user to view the material data used in the carbon emission calculations following the guidance set out in the IStructE document 'How to Calculate Embodied Carbon 2nd ed. (2022)'. "]
[null,"-If the user wishes to adjust these values, they may do so. However, any new materials must be added in the 'Custom EPDs' sheet.\n"]
[null,"-Any values changed from the original are highlighted in blue.\n-To reset the table back to original values, use the 'Reset Table' button located at the top of the page"]
[null,"\nReferences"]
[null,"IStructE 'How to calculate embodied carbon', 2nd ed. (2022)"]
[null,"IStructE 'Setting carbon targets: an introduction to the proposed SCORS rating scheme'"]
[null,"IStructE 'Timber and carbon sequestration'"]
[null,"RIBA 'RIBA 2030 Climate Challenge'"]
[null,"LETI 'LETI Embodied Carbon Primer'"]
[null,"RICS 'Whole life carbon assessment for the built environment' 1st edition (2017)"]

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[null,"The Structural Carbon Tool"]
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[null,{"$f":"\"TSCT v\" & MAX('IStructE Revision tracker'!A2:$A$1000)","v":"TSCT v2"}]
[null,"Project Information"]
[null,"Project Number"]
[null,"Project Name"]
[null,"Typology"]
[null,"Design Stage"]
[null,"Project Value (£)"]
[null,"Gross Internal Floor Area (m2)"]
[null,222]
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[null,"Assumptions"]
[null,"Average distance to landfill (km)",50]
[null,"Reinforcement","Steel - Rebar - UK 97% recycled EAF production"]
[null,"Percentage excavation removed from site",1]
[null,"Soil Density (kg/m3)",1600]
[null,"Design life (years)",60]
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[null,"Notes"]
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[null,"The Structural Carbon Tool\n© Copyright Elliott Wood Partnership Limited 2020 \n\nPermission is hereby granted, free of charge, to any person obtaining a copy of this software and associated documentation files (the “Software”), to copy, use, sub-license, publish, and distribute the Software, and to permit persons to whom the Software is furnished to do so, subject to the following condition: The above copyright notice and this permission notice including the below disclaimer of liability shall be included in all copies or substantial portions of the Software.\n"]
[null,"\nTHE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NON-INFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE."]
[null,"Elliott Wood Partnership Ltd (EWPL) have a strong purpose and commitment to ‘Engineer a Better Society’.  This is implemented through their ETHICS framework which sets out six broad pillars (Education, Technology, Health, Infrastructure, Culture and Sustainability) to allow them to question and test ideas on projects using these criteria.  The Building Society was also created to act as a place for this to happen. It is a co-working space for those within the Built Environment to assemble, collaborate and learn with a purpose of influencing the construction industry to do better things.  This is also EWPL’s Central London office."]
[null,"Elliott Wood Partnership Ltd have invested a significant amount of time and money into developing a carbon tool to allow the calculation of embodied carbon of the structure in buildings.  Embodied Carbon currently accounts for around 50% of all carbon generated in buildings and around 50% of that relates to the structure alone.  Consequently, structural and civil engineers have the ability to significantly impact the amount of embodied carbon by making the right choices during the design process.  It is currently thought that most engineers in the UK are not considering this and therefore there is a great opportunity to help smaller companies, that perhaps are not aware of what is possible or simply don’t have the resources to do anything about it."]
[null,"The IStructE’s ‘How to calculate embodied carbon’ guide was created to help address this issue, and to bring consistency and greater clarity to the process of calculating embodied carbon amongst those who are already doing it. The provision of a free-to-use tool to accompany this guide is seen a crucial step in increasing awareness and helping designers reduce the amount of embodied carbon created by the construction of buildings and other structures. There is currently no industry-wide free-to-use tool available that does this. "]
[null,"EWPL, in partnership with the Institution of Structural Engineers, (IStructE) wish to donate their tool to make it available to all other engineers.  It is aimed at smaller practices that perhaps do not have the capacity to create their own tool but is available to all registered structural engineers. Ideally the IStructE ‘How to calculate embodied carbon’ guide and The Structural Carbon Tool would be used by all structural engineers so that the method and outputs are consistent and comparable across all projects."]
[null,"EWPL have committed to updating the tool at their own cost from time to time to ensure it is up to date with the IStructE’s ‘How to calculate embodied carbon’ guide, current legislation and available datasets.  The tool will be available to all members of the Institution of Structural Engineers.  It will be free of charge and a downloadable version will be available via the IStructE website. The intellectual property associated with the translation of the IStructE ‘How to calculate embodied carbon’ guide into a tool and the resulting software will remain with EWPL.  However, all marketing, media and publications will be co-hosted / co-branded as a joint venture between EWPL and the IStructE. Whilst the tool will be available through the IStructE, who have collaborated with other organisations to create the IStructE ‘How to calculate embodied carbon’ guide that this tool is based on, it is understood that credits for the production and sharing of the tool are given to EWPL."]
[null,"\n\n\n\n \n"]

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[null,null,null,null,null,null,null,null,null,null,null,null,"Rating based on total A1-5 emissions for superstructure plus substructure, \nexcluding biogenic carbon or offsetting, in accordance with the \nIStructE guide How to calculate embodied carbon"]
[null,"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. "]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D",250]
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[]
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[null,null,null,null,null,null,null,null,null,null,null,null,"Rating based on total A1-5 emissions for superstructure plus substructure, \nexcluding biogenic carbon or offsetting, in accordance with the \nIStructE guide How to calculate embodied carbon"]
[null,"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. "]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D",250]
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[null,null,null,null,null,null,null,null,null,null,null,null,"Rating based on total A1-5 emissions for superstructure plus substructure, \nexcluding biogenic carbon or offsetting, in accordance with the \nIStructE guide How to calculate embodied carbon"]
[null,"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. "]
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[null,null,null,null,null,null,null,null,null,null,null,null,"Rating based on total A1-5 emissions for superstructure plus substructure, \nexcluding biogenic carbon or offsetting, in accordance with the \nIStructE guide How to calculate embodied carbon"]
[null,"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. "]
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[null,null,null,null,null,null,null,null,null,null,null,null,"Rating based on total A1-5 emissions for superstructure plus substructure, \nexcluding biogenic carbon or offsetting, in accordance with the \nIStructE guide How to calculate embodied carbon"]
[null,"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. "]
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[null,{"$f":"'MATERIAL DATA'!Q20","v":"1.1 Excavation-Other"},null,null,null,null,null,null,null,null,null,null,0,null,null,{"$f":"IFERROR(((BM29*(Landfill_distance*'Custom Data'!$B$41/1000)*'Project Info'!$C$16)/1000),\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,"Stopping driving your car for 1 year",{"$f":"$G$32*GIA/3090","v":{"$error":"#DIV/0!"}},3090,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Project Info'!$C$17/1000","v":1.6},null,null,{"$f":"IF(J29=\"VOLUME [m3]\", $K29*'Project Info'!C$17, IF(J29=\"MASS [kg]\", $K29, \"\"))","v":""},{"$f":"IFERROR(VLOOKUP($BH29,'Lifecycle Material Data'!$A$5:$L$67,9,FALSE)*($BM29/1000)+VLOOKUP('Project Info'!$C$15,'Lifecycle Material Data'!$A$5:$L$67,9,FALSE)*($BL29/1000),\"\")","v":""},{"$f":"IFERROR(VLOOKUP($BH29,'Lifecycle Material Data'!$A$5:$L$67,10,FALSE)*($BM29/1000)+VLOOKUP('Project Info'!$C$15,'Lifecycle Material Data'!$A$5:$L$67,10,FALSE)*($BL29/1000),\"\")","v":""},"",{"$f":"IF($J29='MATERIAL DATA'!$O$5,$K29, IF($J29='MATERIAL DATA'!$O$6,$K29/(1000*'Scheme 6'!$BJ29),\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other",0,{"$f":"AK8+AK13","v":0},{"$f":"CI29+AK9+AK14","v":0},{"$f":"CJ29+AK10+AK15+AK18","v":0},{"$f":"(IF(CL$5=DESIGN_LIFE,CK29+$AK$17+$AK$19+$AK$20+$AK$21+$AK$22+$AK$12,CK29))","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"(IF(DR$5=DESIGN_LIFE,DQ29+$AK$17+$AK$19+$AK$20+$AK$21+$AK$22+$AK$12,DQ29))","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"(IF(EX$5=DESIGN_LIFE,EW29+$AK$17+$AK$19+$AK$20+$AK$21+$AK$22+$AK$12,EW29))","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"(IF(GD$5=DESIGN_LIFE,GC29+$AK$17+$AK$19+$AK$20+$AK$21+$AK$22+$AK$12,GC29))","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Project stages A1-A5",null,{"$f":"F32*1000","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Fossil Carbon",{"$f":"SUM(CH28:CH29)","v":0},{"$f":"SUM(CI28:CI29)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"SUM(EU28:EU29)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,null,null,null," ",null,null,null,null,null,"A5a","C1",null,null,null,null,null,null,null,null,null,null,null,null,null,"Project stages A-C",null,{"$f":"F35*1000","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Biogenic carbon",0,0,0,{"$f":"$AK$12","v":0},{"$f":"IF(DESIGN_LIFE>=CL$5,CK31,IF(CL$5=DESIGN_LIFE+1,0,IF(CL$5>DESIGN_LIFE,CK31)))","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(DESIGN_LIFE>=EX$5,EW31,IF(EX$5=DESIGN_LIFE+1,0,IF(EX$5>DESIGN_LIFE,EW31)))","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[null,null,null,null,"A1 - A5:",{"$f":"N35","v":0},{"$f":"1000*F32/GIA","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Global Values [tCO2e]",{"$f":"(1/1000)*(Project_cost*700)/100000","v":0},{"$f":"3.4/1000*GIA","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE( FIXED(AD27,0), \" one-way flights from London to New York\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"Biogenic Carbon:",{"$f":"R35","v":0},{"$f":"1000*F33/GIA","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE( FIXED(AD28,0), \" people's consumption of meat, dairy and beer for 1 year\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"A","B","C","D","Biogenic Carbon",null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE( FIXED(AD29,0), \" average family cars running for 1 year\")","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,"A-C:",{"$f":"SUM(N35:P35,R35)","v":0},{"$f":"1000*F35/GIA","v":{"$error":"#DIV/0!"}},null,null,null,null,null,"Total [tCO2e]",{"$f":"SUM(N6:N29)+SUM(O6:O29)+SUM(P6:P29,N32)","v":0},{"$f":"SUM(Q6:Q29)","v":0},{"$f":"SUM(R6:R29,O32)","v":0},{"$f":"SUM(S6:S29)","v":0},{"$f":"SUM(T6:T29)","v":0}]
[null,null,null,null,"Module D:",{"$f":"Q35","v":0},{"$f":"1000*F36/GIA","v":{"$error":"#DIV/0!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SCORS"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A++",0,{"$f":"_xlfn.CONCAT(\"This project scheme has a SCORS rating of \", LOOKUP(G32,AE37:AE45,AD37:AD45))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A+",50]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A",100]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B",150]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C",200]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D",250]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"E",300]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A++",null,null,null,null,null,null,null,null,null,"F",350]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"G",400]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A+"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"C"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"D"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"E"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"F"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"G"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total:",{"$f":"$G$32","v":{"$error":"#DIV/0!"}}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Rating based on total A1-5 emissions for superstructure plus substructure, \nexcluding biogenic carbon or offsetting, in accordance with the \nIStructE guide How to calculate embodied carbon"]
[null,"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. "]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SCORS:",{"$f":"CA6","v":137},{"$f":"IF(BU73=0, \"Target N/A\",IF($G$32<BU73,\"Scheme meets target\", \"Scheme does not meet target\"))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RIBA:",{"$f":"IF(ISERROR(FIND(TYPOLOGY,BZ7)),IF(ISERROR(FIND(TYPOLOGY,BZ8)),0,CA8),CA7)","v":144},{"$f":"IF(BU74=0, \"Target N/A\",IF($G$32<BU74,\"Scheme meets target\", \"Scheme does not meet target\"))","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LETI:",{"$f":"IFERROR(VLOOKUP(TYPOLOGY,$BZ$9:$CA$11,2,FALSE),0)","v":0},{"$f":"IF(BU75=0, \"Target N/A\",IF($G$32<BU75,\"Scheme meets target\", \"Scheme does not meet target\"))","v":"Target N/A"}]

{"sheet":"Comparisons","index":9,"n_rows":134,"n_cols":129,"rows_kept":134,"cut":false,"hidden":false,"merged":[[48,8,48,9],[48,10,48,11],[48,12,48,13],[48,14,48,15],[1,8,1,15],[2,8,2,9],[2,10,2,11],[2,12,2,13],[2,14,2,15],[3,8,3,9],[3,10,3,11],[3,12,3,13],[3,14,3,15],[4,2,7,11],[4,12,7,19],[49,2,52,11],[49,12,52,19],[97,2,98,19],[29,10,31,15],[33,11,35,14],[36,11,38,14],[29,17,29,18],[44,2,44,19],[39,11,41,14],[42,11,43,14],[43,16,43,17],[46,8,46,15],[47,8,47,9],[47,10,47,11],[47,12,47,13],[47,14,47,15]]}
[]
[null,null,null,null,null,null,null,null,"Scheme Comparison Page"]
[null,null,null,{"$f":"VERSION","v":"TSCT v2"},null,null,null,null,"Project Name",null,"Project Number",null,"Typology",null,"Design Stage"]
[null,null,null,null,null,null,null,null,{"$f":"'Project Info'!$C$6","v":0},null,{"$f":"'Project Info'!$C$5","v":0},null,{"$f":"'Project Info'!$C$7","v":0},null,{"$f":"'Project Info'!$C$8","v":0}]
[null,null,"The following graphs compare the different schemes in terms of carbon emissions and material usage. These can be used to compare the options against one another, as well as understanding how the emissions for each option breaks down by element or lifecycle stage. It should be noted that the accuracy of these estimates may be low, depending on the current project stage and the certainty of the supply chain.",null,null,null,null,null,null,null,null,null,"The options are also compared against the targets set by the RIBA, LETI, and the SCORS paper published in The Structural Engineer. All are described as 2030 targets in their individual publications, meaning that these should constitute 'normal design' by the year 2030 at the very latest. These targets are considered best practice today, and the design team should aim to get as close to beating these targets as possible"]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Include in comparison?"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 1'!$F$3","v":"Scheme 1"},"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 2'!$F$3","v":"Scheme 2"},"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 3'!$F$3","v":"Scheme 3"},"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 4'!$F$3","v":"Scheme 4"},"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 5'!$F$3","v":"Scheme 5"},"Yes"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Scheme 4",{"$f":"RANK(G107,$G$104:$G$109,1)+COUNTIF($G$104:G107,G107)-1","v":4},4,4,"Scheme 4",{"$error":"#DIV/0!"},{"$error":"#DIV/0!"},{"$error":"#DIV/0!"}]
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[null,null,"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. \nTHE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NON-INFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE."]
[]
[null,null,null,null,null,null,null,null,"Scheme Comparison Page"]
[null,null,null,null,null,null,null,null,"Project Name",null,"Project Number",null,"Typology",null,"Design Stage"]
[null,null,null,null,null,null,null,null,{"$f":"'Project Info'!$C$6","v":0},null,{"$f":"'Project Info'!$C$5","v":0},null,{"$f":"'Project Info'!$C$7","v":0},null,{"$f":"'Project Info'!$C$8","v":0}]
[null,null,"Graph shows estimated carbon emissions over a 120-year period due to the construction, life, and demolition of each structural option. When comparing emissions to make decisions between options, you should account for the fact that the IPCC (www.ipcc.ch/sr15/) requires a 45% reduction in emission levels by 2030 compared to 2010 levels, and 100% reduction by 2050. ",null,null,null,null,null,null,null,null,null,"Where included, dashed lines below the X-axis show the amount of biogenic carbon that is stored (or ‘sequestered’) within the structure during the lifetime of the building. Showing sequestered biogenic carbon separately to fossil carbon emissions is aligned with EN 15804. Locking biogenic carbon into a timber structure is of climatic benefit for as long as the carbon is kept within that structure, though the storage itself does not negate the immediate effects of fossil carbon emissions (e.g. those produced due to the production of a timber beam). For more information refer How to calculate embodied carbon."]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Include in comparison?","A-C","Biogenic Carbon"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 2'!$F$3","v":"Scheme 2"},"Yes","Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 3'!$F$3","v":"Scheme 3"},"Yes","Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 4'!$F$3","v":"Scheme 4"},"Yes","Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 5'!$F$3","v":"Scheme 5"},"Yes","Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Scheme 6'!$F$3","v":"Scheme 6"},"Yes","Yes"]
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[null,null,{"$f":"C45","v":"The Structural Carbon Tool was produced by Elliott Wood Partnership Limited in partnership with The Institution of Structural Engineers. \nTHE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NON-INFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE."}]
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[null,null,null,null,null,null,"Emissions [tCO2e]",null,null,null,null,null,null,null,"Materials",null,null,null,"Element",null,null,null,null,null,null,null,"Targets kgCO2e/m2",null,null,null,"Years","Structural Carbon over Time Chart data"]
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[null,null,null,"Yes",{"$f":"'Scheme 6'!$F$3","v":"Scheme 6"},{"$f":"'Scheme 6'!CH$30","v":0},{"$f":"'Scheme 6'!CI$30","v":0},{"$f":"'Scheme 6'!CJ$30","v":0},{"$f":"'Scheme 6'!CK$30","v":0},{"$f":"'Scheme 6'!CL$30","v":0},{"$f":"'Scheme 6'!CM$30","v":0},{"$f":"'Scheme 6'!CN$30","v":0},{"$f":"'Scheme 6'!CO$30","v":0},{"$f":"'Scheme 6'!CP$30","v":0},{"$f":"'Scheme 6'!CQ$30","v":0},{"$f":"'Scheme 6'!CR$30","v":0},{"$f":"'Scheme 6'!CS$30","v":0},{"$f":"'Scheme 6'!CT$30","v":0},{"$f":"'Scheme 6'!CU$30","v":0},{"$f":"'Scheme 6'!CV$30","v":0},{"$f":"'Scheme 6'!CW$30","v":0},{"$f":"'Scheme 6'!CX$30","v":0},{"$f":"'Scheme 6'!CY$30","v":0},{"$f":"'Scheme 6'!CZ$30","v":0},{"$f":"'Scheme 6'!DA$30","v":0},{"$f":"'Scheme 6'!DB$30","v":0},{"$f":"'Scheme 6'!DC$30","v":0},{"$f":"'Scheme 6'!DD$30","v":0},{"$f":"'Scheme 6'!DE$30","v":0},{"$f":"'Scheme 6'!DF$30","v":0},{"$f":"'Scheme 6'!DG$30","v":0},{"$f":"'Scheme 6'!DH$30","v":0},{"$f":"'Scheme 6'!DI$30","v":0},{"$f":"'Scheme 6'!DJ$30","v":0},{"$f":"'Scheme 6'!DK$30","v":0},{"$f":"'Scheme 6'!DL$30","v":0},{"$f":"'Scheme 6'!DM$30","v":0},{"$f":"'Scheme 6'!DN$30","v":0},{"$f":"'Scheme 6'!DO$30","v":0},{"$f":"'Scheme 6'!DP$30","v":0},{"$f":"'Scheme 6'!DQ$30","v":0},{"$f":"'Scheme 6'!DR$30","v":0},{"$f":"'Scheme 6'!DS$30","v":0},{"$f":"'Scheme 6'!DT$30","v":0},{"$f":"'Scheme 6'!DU$30","v":0},{"$f":"'Scheme 6'!DV$30","v":0},{"$f":"'Scheme 6'!DW$30","v":0},{"$f":"'Scheme 6'!DX$30","v":0},{"$f":"'Scheme 6'!DY$30","v":0},{"$f":"'Scheme 6'!DZ$30","v":0},{"$f":"'Scheme 6'!EA$30","v":0},{"$f":"'Scheme 6'!EB$30","v":0},{"$f":"'Scheme 6'!EC$30","v":0},{"$f":"'Scheme 6'!ED$30","v":0},{"$f":"'Scheme 6'!EE$30","v":0},{"$f":"'Scheme 6'!EF$30","v":0},{"$f":"'Scheme 6'!EG$30","v":0},{"$f":"'Scheme 6'!EH$30","v":0},{"$f":"'Scheme 6'!EI$30","v":0},{"$f":"'Scheme 6'!EJ$30","v":0},{"$f":"'Scheme 6'!EK$30","v":0},{"$f":"'Scheme 6'!EL$30","v":0},{"$f":"'Scheme 6'!EM$30","v":0},{"$f":"'Scheme 6'!EN$30","v":0},{"$f":"'Scheme 6'!EO$30","v":0},{"$f":"'Scheme 6'!EP$30","v":0},{"$f":"'Scheme 6'!EQ$30","v":0},{"$f":"'Scheme 6'!ER$30","v":0},{"$f":"'Scheme 6'!ES$30","v":0},{"$f":"'Scheme 6'!ET$30","v":0},{"$f":"'Scheme 6'!EU$30","v":0},{"$f":"'Scheme 6'!EV$30","v":0},{"$f":"'Scheme 6'!EW$30","v":0},{"$f":"'Scheme 6'!EX$30","v":0},{"$f":"'Scheme 6'!EY$30","v":0},{"$f":"'Scheme 6'!EZ$30","v":0},{"$f":"'Scheme 6'!FA$30","v":0},{"$f":"'Scheme 6'!FB$30","v":0},{"$f":"'Scheme 6'!FC$30","v":0},{"$f":"'Scheme 6'!FD$30","v":0},{"$f":"'Scheme 6'!FE$30","v":0},{"$f":"'Scheme 6'!FF$30","v":0},{"$f":"'Scheme 6'!FG$30","v":0},{"$f":"'Scheme 6'!FH$30","v":0},{"$f":"'Scheme 6'!FI$30","v":0},{"$f":"'Scheme 6'!FJ$30","v":0},{"$f":"'Scheme 6'!FK$30","v":0},{"$f":"'Scheme 6'!FL$30","v":0},{"$f":"'Scheme 6'!FM$30","v":0},{"$f":"'Scheme 6'!FN$30","v":0},{"$f":"'Scheme 6'!FO$30","v":0},{"$f":"'Scheme 6'!FP$30","v":0},{"$f":"'Scheme 6'!FQ$30","v":0},{"$f":"'Scheme 6'!FR$30","v":0},{"$f":"'Scheme 6'!FS$30","v":0},{"$f":"'Scheme 6'!FT$30","v":0},{"$f":"'Scheme 6'!FU$30","v":0},{"$f":"'Scheme 6'!FV$30","v":0},{"$f":"'Scheme 6'!FW$30","v":0},{"$f":"'Scheme 6'!FX$30","v":0},{"$f":"'Scheme 6'!FY$30","v":0},{"$f":"'Scheme 6'!FZ$30","v":0},{"$f":"'Scheme 6'!GA$30","v":0},{"$f":"'Scheme 6'!GB$30","v":0},{"$f":"'Scheme 6'!GC$30","v":0},{"$f":"'Scheme 6'!GD$30","v":0},{"$f":"'Scheme 6'!GE$30","v":0},{"$f":"'Scheme 6'!GF$30","v":0},{"$f":"'Scheme 6'!GG$30","v":0},{"$f":"'Scheme 6'!GH$30","v":0},{"$f":"'Scheme 6'!GI$30","v":0},{"$f":"'Scheme 6'!GJ$30","v":0},{"$f":"'Scheme 6'!GK$30","v":0},{"$f":"'Scheme 6'!GL$30","v":0},{"$f":"'Scheme 6'!GM$30","v":0},{"$f":"'Scheme 6'!GN$30","v":0},{"$f":"'Scheme 6'!GO$30","v":0},{"$f":"'Scheme 6'!GP$30","v":0},{"$f":"'Scheme 6'!GQ$30","v":0},{"$f":"'Scheme 6'!GR$30","v":0},{"$f":"'Scheme 6'!GS$30","v":0},{"$f":"'Scheme 6'!GT$30","v":0},{"$f":"'Scheme 6'!GU$30","v":0},{"$f":"'Scheme 6'!GV$30","v":0},{"$f":"'Scheme 6'!GW$30","v":0},{"$f":"'Scheme 6'!GX$30","v":0},{"$f":"'Scheme 6'!GY$30","v":0},{"$f":"'Scheme 6'!GZ$30","v":0},{"$f":"'Scheme 6'!HA$30","v":0}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX($AH$24:$AH$29)-MIN($AH$24:$AH$29)","v":{"$error":"#DIV/0!"}},null,null," people's consumption of meat, dairy and beer for 1 year",null,null,null,null,{"$f":"_xlfn.CONCAT(FIXED(S133,0,TRUE),V133)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MAX($AI$24:$AI$29)-MIN($AI$24:$AI$29)","v":{"$error":"#DIV/0!"}},null,null," average family cars running for 1 year",null,null,null,null,{"$f":"_xlfn.CONCAT(FIXED(S134,0,TRUE),V134)","v":{"$error":"#DIV/0!"}}]

{"sheet":"Targets","index":10,"n_rows":36,"n_cols":8,"rows_kept":36,"cut":false,"hidden":true,"merged":[]}
[]
["RIBA",null,"A- C whole building (excl. B6-7)",null,"A1-A5 as % of A-C","Assumed structural carbon as % of whole building carbon","A1-A5 structures 2030 target (& SCORS rating)"]
[null,null,2020,2030]
["Domestic",null,600,300,0.74,0.65,144,"A"]
["Non-domestic",null,800,500,0.52,0.6,156,"B"]
[]
["LETI",null,"LETI targets, modules A1-A5, whole building",null,"Structural carbon as % of whole-building carbon (per LETI ECP)","A1-A5 structures 2030 target (& SCORS rating)"]
[null,null,"2020 target","2030 target",null,null,"SCORS"]
["Residential",null,500,300,null,201,"C"]
["Commercial",null,600,350,null,228,"C"]
["Education",null,600,300,null,144,"B"]
[]
[]
["Targets 2030",null,null,"Target"]
["Column1","Column2","Column3","Column4"]
["SCORS Target (137)","Residential, Commercial, Education, Other",137]
["RIBA Domestic Target (144)","Residential",{"$f":"G4","v":144},{"$f":"C17-C14","v":144}]
["RIBA Non-Domestic Target (156)","Commercial, Education, Other",{"$f":"G5","v":156},{"$f":"C18-C17","v":12}]
["LETI Education Target (168)","Education",{"$f":"F11","v":144},{"$f":"C19-C18","v":-12}]
["LETI Residential Target (201)","Residential",{"$f":"F9","v":201},{"$f":"C20-C19","v":57}]
["LETI Commercial Target (228)","Commercial",{"$f":"F10","v":228},{"$f":"C21-C20","v":27}]
[]
[]
[]
[]
[null,null,"SCORS","RATING"]
[null,null,0,"A++"]
[null,null,50,"A+"]
[null,null,100,"A"]
[null,null,150,"B"]
[null,null,200,"C"]
[null,null,250,"D"]
[null,null,300,"E"]
[null,null,350,"F"]
[null,null,400,"G"]
[null,null,5000,"H"]

{"sheet":"Custom Data","index":11,"n_rows":49,"n_cols":25,"rows_kept":49,"cut":false,"hidden":false,"merged":[[48,1,48,4],[17,16,35,17],[0,0,0,2],[4,0,4,4],[10,0,10,4],[1,0,1,4],[7,0,7,4]]}
["Custom Data",null,null,{"$f":"VERSION","v":"TSCT v2"}]
["This sheet allows user to enter custom data provided by supplier EPDs or otherwise. "]
[]
["Custom EPD Table"]
["-Choose the material type. Note, when selecting the material on the scheme sheet choose 'Custom EPD' as the material, \n-Enter a description of the material. Note, this will appear in the 'Material Type' column on the scheme sheet.\n-Enter the density of the material in kg/m3 .\n-Timber only: enter the biogenic carbon amount per kg. Default = -1.64 kgCO2e/kg.\n-A1-A3: Emission data generally given by EPD.\n-A4 : Emission data calculated based on material transport distance.\n_Default waste rate values may taken from 'Waste Rate' table.\n-C2: Emission data calculated based on material transport distance to reuse/recycling/landfill.\n-C3/4: Given by EPD. For timber, may be calculated base on ratio of material reused, recycled, incinerated or sent to landfill. Wood for good and RICS provide default scenarios.\n-If known, enter value for D. If not set to 0.\nThe calculators provided may be used to determine A4, C2 and Timber C3/C4.\n\n"]
[]
["Reinforcement Rate Table"]
["The Reinforcement Rate Table gives the estimates of kg of rebar per m3 of concrete for standard scenarios. These may be edited by the user to suit element specifications. The user may enter extra scenarios using the custom rows. Please note, reinforcement values on the scheme sheets must be updated manually after updating the Reinforcement Rate Table."]
[]
["Notes"]
["The ICE Database (www.circularecology.com/embodied-carbon-footprint-database.html) is a good starting point for carbon factors if you don't have project-specific data, and includes materials such as Expanded Polystyrene (EPS foam), many other concrete grades, aggregates, sands, aluminium, bricks, glass and other forms of timber (beware sequestration values!)"]
[]
[]
["Custom EPD Table",null,null,null,"Product Stage","Transport emissions","Waste Rate","Transport","Waste processing for guaranteed reuse, recovery or recycling","Beyond Lifecycle",null,"Waste Rate Data",null,null,"Reinforcement Rate Table",null,null,null,null,null,null,null,null,null,"Waste Factor"]
["Material","Description","Density \n(kg/m3)","Biogenic Carbon\n(Sequestration) [kgCO2e/kg]","A1-A3\n[kgCO2e/kg]","A4\n[kgCO2e/kg]","WR [%]","C2 \n[kgCO2e/kg]","C3/C4\n[kgCO2e/kg]","D\n[kgCO2e/kg]",null,"Material/product","WR (waste rate)",null,"Rebar Estimates","kg/m3",null,null,null,null,null,null,"MATERIAL","LOOKUP","WF"]
[null,null,null,null,null,null,null,null,null,null,null,"Concrete in situ",0.05,{"$f":" _xlfn.CONCAT(\"Mass Concrete (\", P16, \")\")","v":"Mass Concrete (0)"},"Mass Concrete",0,null,null,null,null,null,null,"Custom_EPD",{"$f":"CONCATENATE(W16, \" - \", A16, \" - \",B16)","v":"Custom_EPD -  - "},{"$f":"(1/(1-G16))-1","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,"Mortar",0.05,{"$f":" _xlfn.CONCAT(\"General Slab (\", P17, \")\")","v":"General Slab (110)"},"General Slab",110,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Screed",0.05,{"$f":" _xlfn.CONCAT(\"Transfer Slab (\", P18, \")\")","v":"Transfer Slab (150)"},"Transfer Slab",150,"After editing this table, check scheme pages in case rebar needs re-selecting",null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Concrete precast (beams and frames)",0.01,{"$f":" _xlfn.CONCAT(\"Raft (\", P19, \")\")","v":"Raft (115)"},"Raft",115,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Steel reinforcement",0.05,{"$f":" _xlfn.CONCAT(\"Pile (\", P20, \")\")","v":"Pile (80)"},"Pile",80,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Steel frame (beams, columns, braces)",0.01,{"$f":" _xlfn.CONCAT(\"General Beam (\", P21, \")\")","v":"General Beam (220)"},"General Beam",220,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Concrete blocks",0.2,{"$f":" _xlfn.CONCAT(\"Ground Beam (\", P22, \")\")","v":"Ground Beam (230)"},"Ground Beam",230,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Brick",0.2,{"$f":" _xlfn.CONCAT(\"Light Column (\", P23, \")\")","v":"Light Column (100)"},"Light Column",100,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Stone",0.1,{"$f":" _xlfn.CONCAT(\"Medium Column (\", P24, \")\")","v":"Medium Column (350)"},"Medium Column",350,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Timber frames (beams, columns, braces)",0.01,{"$f":" _xlfn.CONCAT(\"Heavy Column (\", P25, \")\")","v":"Heavy Column (400)"},"Heavy Column",400,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Timber floors (joists, board)",0.1,{"$f":" _xlfn.CONCAT(\"General Wall (\", P26, \")\")","v":"General Wall (65)"},"General Wall",65,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Timber formwork",0.1,{"$f":" _xlfn.CONCAT(\"Retaining Wall (\", P27, \")\")","v":"Retaining Wall (110)"},"Retaining Wall",110,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Aluminium frames",0.01,{"$f":" _xlfn.CONCAT(\"Precast Wall (\", P28, \")\")","v":"Precast Wall (40)"},"Precast Wall",40,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Glass",0.05,{"$f":" _xlfn.CONCAT(\"Precast Plank (\", P29, \")\")","v":"Precast Plank (80)"},"Precast Plank",80,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Plasterboard (for boarding)",0.22500000000000001,{"$f":" _xlfn.CONCAT(\"Precast Column (\", P30, \")\")","v":"Precast Column (100)"},"Precast Column",100,null,null,null,null,null,null,"Custom_EPD","Custom_EPD -  - ",0]
[null,null,null,null,null,null,null,null,null,null,null,"Sprayed cementitious fire protection to steel",0.1,{"$f":" _xlfn.CONCAT(O31,\" (\",P31, \")\")","v":"N/A (0)"},"N/A",0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Custom 1 (0)","Custom 1",0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Custom 2 (0)","Custom 2",0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Custom 3 (0)","Custom 3",0]
["Custom EPD Emission Calculators",null,null,null,null,null,null,null,null,null,null,null,null,"Custom 4 (0)","Custom 4",0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Custom 5 (0)","Custom 5",0]
[]
["Calculation of A4",null,null,null,null,null,null,"Calculation of C2"]
[null,"Distance by Road (km)","Distance by Sea (km)","Distance by Freight Air (km)","Distance by Rail (km)","A4 Value (kgCO2e/kg)",null,null,"Distance to Reuse/Recycling/Landfill (km)","C2 Value (kgCO2e/kg)"]
["Material Transport Distance:",100,0,0,0,{"$f":"SUMPRODUCT($B$41:$E$41,$B$40:$E$40)/1000","v":1.0749E-2},null,"User input:",50,{"$f":"I40*B41/1000","v":5.3744999999999999E-3}]
["Transport Emissions Factor, kgCO2e/kg",0.10749,1.6140000000000002E-2,0.53866999999999998,2.7820000000000001E-2]
[]
[]
["Calculation of Timber EOL C3/C4",null,null,null,null,null,"Reference EOL Scenarios"]
[null,"Guaranteed \nReuse","Recycling","Incineration for \nenergy recovery","Landfill\n(no gas recovery)","Total C3/C4 Value (kgCO2e/kg)"]
["Ratio, %",0,0.55000000000000004,0.44,0.01,{"$f":"(B46*B47)+(C46*C47)+(D46*D47)+(E46*E47)","v":1.6616},"ERROR: Total Ratio <> 100%"]
["Emissions Factor, kgCO2e/kg",1.64,1.67,1.64,2.15]
[]
[null,"At the structure’s end of life, biogenic carbon is either transferred out of the structure (e.g sending the timber for reuse), emitted into the atmosphere (e.g. incineration for energy), or both (e.g. sent to landfill). BS EN 15804 requires that transfers and emissions are both included in C3/C4 emissions, and so both are shown here. The factors shown in this table are based on default biogenic carbon of 1.64 kgCO2e/kg."]

{"sheet":"Lifecycle Material Data","index":12,"n_rows":68,"n_cols":15,"rows_kept":68,"cut":false,"hidden":false,"merged":[]}
[{"$f":"VERSION","v":"TSCT v2"}]
["Please email climateemergency@istructe.org to submit material data for consideration in the next update of The Structural Carbon Tool\n\nTo add other materials, use the \"Custom Data\" tab. Refer to ICE database V3.0 for A1-3 emissions estimates for additional concrete mixes",null,null,null,null,"Product stage\n(Cradle to gate)","Transport emissions","Waste Factor","Transport","Waste processing \nfor reuse, \nrecovery or \nrecycling"]
[null,null,null,null,null,"A1-A3","A4","WF","C2","C3 / C4","C2 to C4","D","Total A1-A5w","Total A-C"]
["Material - Type - Specification","Material Type","Generic Classification ","Density \n[tonnes/m3]","Biogenic Carbon\n(Sequestration)","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]",null,"EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","Reference"]
["Concrete - Insitu - UK C16/20 (0% SCM)","Concrete - Insitu","C",2.4,null,0.113,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,{"$f":"SUM(I5:J5)","v":1.80325E-2},0,{"$f":"F5+G5+H5*SUM(F5,G5,I5,J5)","v":0.12520972250000001},{"$f":"M5+I5+J5+E5","v":0.14324222250000002},"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C20/25 (25% GGBS)","Concrete - Insitu","C",2.4,null,9.2999999999999999E-2,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,{"$f":"SUM(I6:J6)","v":1.80325E-2},0,0.1041497225,0.12218222249999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C25/30 (25% GGBS)","Concrete - Insitu","C",2.4,null,0.1,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.11152072250000002,0.12955322250000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C32/40 (25% GGBS)","Concrete - Insitu","C",2.4,null,0.12,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1325807225,0.1506132225,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C40/50 (25% GGBS)","Concrete - Insitu","C",2.4,null,0.13800000000000001,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.15153472250000002,0.16956722250000003,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - Global Avg C32/40 ±10% (Excludes China)","Concrete - Insitu","C",2.4,null,0.191,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.20734372249999999,0.2253762225,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Mortar_screed - 1:4 cement:sand mix CEM I","Concrete - Mortar_screed","C",2.2000000000000002,null,0.16300000000000001,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.17785972250000001,0.19589222250000002,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Mortar_screed - 1:4 cement:sand mix avg UK cement mix","Concrete - Mortar_screed","C",2.2000000000000002,null,0.14899999999999999,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.16311772250000001,0.18115022250000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Precast_concrete - C40/50 avg UK cement mix","Concrete - Precast","C",2.4,null,0.17799999999999999,3.2000000000000001E-2,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.21228032499999999,0.230312825,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Precast_concrete - Reinforced - 150mm hollow core slab","Concrete - Precast","C",2,null,0.16600000000000001,3.2000000000000001E-2,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.200160325,0.21819282500000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 Ref. 17"]
["Steel - Rebar - UK 97% recycled EAF production","Steel - Rebar","S",7.85,null,0.76,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0.35099999999999998,0.83493172250000003,0.85296422250000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Rebar - Global avg","Steel - Rebar","S",7.85,null,1.99,0.183,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-0.79,2.2891247225,2.3071572224999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - PT_strands - UK 97% recycled EAF production","Steel - Rebar","S",7.85,null,0.76,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0.35099999999999998,0.83493172250000003,0.85296422250000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - PT_strands - Global avg","Steel - Rebar","S",7.85,null,1.99,0.183,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-0.79,2.2891247225,2.3071572224999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - UK open rolled sections","Steel - Structural_sections","S",7.85,null,1.74,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-0.92,1.7899001299999999,1.8079131299999998,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - Global open rolled sections","Steel - Structural_sections","S",7.85,null,1.55,0.183,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-0.34,1.7505101300000001,1.7685231299999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - UK closed sections","Steel - Structural_sections","S",7.85,null,2.5,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.53,2.5575001300000002,2.57551313,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - Global closed sections","Steel - Structural_sections","S",7.85,null,2.5,0.183,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.53,2.7100101299999997,2.7280231299999995,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Plate - ","Steel - Structural_sections","S",7.85,null,2.46,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.1599999999999999,2.5171001300000002,2.53511313,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Galvanised_profiled_sheet - UK","Steel - Structural_sections","S",7.85,null,2.83,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.1499999999999999,2.8908001300000001,2.90881313,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Galvanised_profiled_sheet - Global hot dip galvanised","Steel - Structural_sections","S",7.85,null,2.76,0.183,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.32,2.9726101299999996,2.9906231299999995,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Studwork_framing_flooring - Softwood, 100% FSC/PEFC","Timber - floor","T",0.48,-1.64,0.26300000000000001,0.161,0.111,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.65610100000000005,0.68310099999999996,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - UK CLT 100% FSC/PEFC","Timber - frame","T",0.46500000000000002,-1.64,0.25,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.43178000000000005,0.45878000000000019,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - Global CLT 100% FSC/PEFC",null,null,0.46500000000000002,-1.64,0.437,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.62064999999999992,0.64764999999999984,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - UK Glulam 100% FSC/PEFC",null,null,0.47,-1.64,0.28000000000000003,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.46208000000000005,0.48908000000000018,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - Global Glulam 100% FSC/PEFC",null,null,0.47,-1.64,0.51200000000000001,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.69640000000000002,0.72340000000000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - LVL 100% FSC/PEFC",null,null,0.48799999999999999,-1.64,0.39,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.57318000000000002,0.60018000000000016,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Sheet_materials - Plywood 100% FSC/PEFC","Timber - formwork","T",0.49099999999999999,-1.64,0.68100000000000005,0.161,0.111,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,1.1204990000000001,1.147499,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Sheet_materials - OSB 100% FSC/PEFC","Timber - formwork","T",0.49099999999999999,-1.64,0.45500000000000002,0.161,0.111,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,0,0.86941299999999999,0.89641300000000013,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Brickwork - UK: BDA generic brick","Brickwork","O",1.4870000000000001,null,0.21299999999999999,1.0999999999999999E-2,0.25,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,-1.6E-2,0.28450000000000003,0.30250000000000005,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Brickwork - Single skin wall with mortar 1:4 CEM I cement:sand mix","Brickwork","O",1.6,null,0.2,1.0999999999999999E-2,0.25,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-1.6E-2,0.26825812500000001,0.28629062500000002,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Brickwork - Double skin wall with mortar 1:4 CEM I cement:sand mix","Brickwork","O",1.6,null,0.216,1.0999999999999999E-2,0.25,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-1.6E-2,0.28825812500000003,0.30629062500000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Blockwork - PCC Lightweight (AAC) blocks","Blockwork","O",0.7,null,0.28000000000000003,1.0999999999999999E-2,0.25,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,0,0.36825000000000008,0.38625000000000009,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Blockwork - PCC Dense blocks","Blockwork","O",2,null,9.2999999999999999E-2,1.0999999999999999E-2,0.25,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,0,0.13450000000000001,0.15250000000000002,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Stone - Granite","Stone","O",2.73,null,9.2999999999999999E-2,3.2000000000000001E-2,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1408766075,0.15890910750000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Stone - Limestone","Stone","O",2.2000000000000002,null,0.09,3.2000000000000001E-2,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1375436075,0.1555761075,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Stone - Sandstone","Stone","O",2.35,null,0.06,3.2000000000000001E-2,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1042136075,0.12224610749999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Glass - General","Glass","O",2.5,null,1.44,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,1.5509717224999999,1.5690042224999998,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Glass - Toughened","Glass","O",2.5,null,1.67,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,1.7931617224999998,1.8111942224999997,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Granular_fill - UK","Fill","O",2.2400000000000002,null,8.0000000000000002E-3,5.0000000000000001E-3,5.2999999999999999E-2,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,0,1.4643000000000002E-2,3.2642999999999998E-2,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A3, other modules set to same as concrete."]
["Other - Granular_fill - Global",null,null,2.2400000000000002,null,4.0000000000000001E-3,5.0000000000000001E-3,5.2999999999999999E-2,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,0,1.0431000000000001E-2,2.8430999999999998E-2,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A3, other modules set to same as concrete."]
["Other - Aluminium - Sheet - European - 31% recycled content","Aluminium","O",2.71,null,6.58,0.16,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-3.09,6.807580325,6.8256128250000003,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Aluminium - Sheet - Worldwide- 31% recycled content","Aluminium","O",2.71,null,13,0.183,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-8.69,13.315010324999999,13.333042825,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Aluminium - Extruded profile - European - 31% recycled content","Aluminium","O",2.71,null,6.83,0.16,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-3.21,7.0600803250000004,7.0781128250000007,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Aluminium - Extruded profile - Worldwide - 31% recycled content","Aluminium","O",2.71,null,13.2,0.183,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-8.69,13.517010324999999,13.535042825,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Plasterboard - Partitioning / ceilings (min 60% recycled content)","Plasterboard","O",0.9,null,0.39,3.2000000000000001E-2,0.28999999999999998,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.5496094250000001,0.5676419250000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Steel_fire_protection - Amotherm steel WB EPD","Paint","O",1.3,null,2.399,0.16,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,2.6955827225000002,2.7136152225000001,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A4, other modules set to same as steel."]
["Other - Steel_fire_protection - Amotherm concrete WB EPD","Paint","O",1.3,null,2.3660000000000001,0.16,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,2.6608337225000001,2.6788662224999999,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A4, other modules set to same as steel."]
["Other - Steel_fire_protection - Cementitous spray","Paint","O",1.3,null,0.72499999999999998,0.16,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.98523660749999997,1.0032691075,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A4, other modules set to same as steel."]
[{"$f":"'Custom Data'!$X16","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B16","v":0},"E",{"$f":"'Custom Data'!C16/1000","v":0},{"$f":"'Custom Data'!D16","v":0},{"$f":"'Custom Data'!E16","v":0},{"$f":"'Custom Data'!F16","v":0},{"$f":"'Custom Data'!Y16","v":0},{"$f":"'Custom Data'!H16","v":0},{"$f":"'Custom Data'!I16","v":0},0,{"$f":"'Custom Data'!J16","v":0},0,0]
[{"$f":"'Custom Data'!$X17","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B17","v":0},"E",{"$f":"'Custom Data'!C17/1000","v":0},{"$f":"'Custom Data'!D17","v":0},{"$f":"'Custom Data'!E17","v":0},{"$f":"'Custom Data'!F17","v":0},{"$f":"'Custom Data'!Y17","v":0},{"$f":"'Custom Data'!H17","v":0},{"$f":"'Custom Data'!I17","v":0},0,{"$f":"'Custom Data'!J17","v":0},0,0]
[{"$f":"'Custom Data'!$X18","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B18","v":0},"E",{"$f":"'Custom Data'!C18/1000","v":0},{"$f":"'Custom Data'!D18","v":0},{"$f":"'Custom Data'!E18","v":0},{"$f":"'Custom Data'!F18","v":0},{"$f":"'Custom Data'!Y18","v":0},{"$f":"'Custom Data'!H18","v":0},{"$f":"'Custom Data'!I18","v":0},0,{"$f":"'Custom Data'!J18","v":0},0,0]
[{"$f":"'Custom Data'!$X19","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B19","v":0},"E",{"$f":"'Custom Data'!C19/1000","v":0},{"$f":"'Custom Data'!D19","v":0},{"$f":"'Custom Data'!E19","v":0},{"$f":"'Custom Data'!F19","v":0},{"$f":"'Custom Data'!Y19","v":0},{"$f":"'Custom Data'!H19","v":0},{"$f":"'Custom Data'!I19","v":0},0,{"$f":"'Custom Data'!J19","v":0},0,0]
[{"$f":"'Custom Data'!$X20","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B20","v":0},"E",{"$f":"'Custom Data'!C20/1000","v":0},{"$f":"'Custom Data'!D20","v":0},{"$f":"'Custom Data'!E20","v":0},{"$f":"'Custom Data'!F20","v":0},{"$f":"'Custom Data'!Y20","v":0},{"$f":"'Custom Data'!H20","v":0},{"$f":"'Custom Data'!I20","v":0},0,{"$f":"'Custom Data'!J20","v":0},0,0]
[{"$f":"'Custom Data'!$X21","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B21","v":0},"E",{"$f":"'Custom Data'!C21/1000","v":0},{"$f":"'Custom Data'!D21","v":0},{"$f":"'Custom Data'!E21","v":0},{"$f":"'Custom Data'!F21","v":0},{"$f":"'Custom Data'!Y21","v":0},{"$f":"'Custom Data'!H21","v":0},{"$f":"'Custom Data'!I21","v":0},0,{"$f":"'Custom Data'!J21","v":0},0,0]
[{"$f":"'Custom Data'!$X22","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B22","v":0},"E",{"$f":"'Custom Data'!C22/1000","v":0},{"$f":"'Custom Data'!D22","v":0},{"$f":"'Custom Data'!E22","v":0},{"$f":"'Custom Data'!F22","v":0},{"$f":"'Custom Data'!Y22","v":0},{"$f":"'Custom Data'!H22","v":0},{"$f":"'Custom Data'!I22","v":0},0,{"$f":"'Custom Data'!J22","v":0},0,0]
[{"$f":"'Custom Data'!$X23","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B23","v":0},"E",{"$f":"'Custom Data'!C23/1000","v":0},{"$f":"'Custom Data'!D23","v":0},{"$f":"'Custom Data'!E23","v":0},{"$f":"'Custom Data'!F23","v":0},{"$f":"'Custom Data'!Y23","v":0},{"$f":"'Custom Data'!H23","v":0},{"$f":"'Custom Data'!I23","v":0},0,{"$f":"'Custom Data'!J23","v":0},0,0]
[{"$f":"'Custom Data'!$X24","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B24","v":0},"E",{"$f":"'Custom Data'!C24/1000","v":0},{"$f":"'Custom Data'!D24","v":0},{"$f":"'Custom Data'!E24","v":0},{"$f":"'Custom Data'!F24","v":0},{"$f":"'Custom Data'!Y24","v":0},{"$f":"'Custom Data'!H24","v":0},{"$f":"'Custom Data'!I24","v":0},0,{"$f":"'Custom Data'!J24","v":0},0,0]
[{"$f":"'Custom Data'!$X25","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B25","v":0},"E",{"$f":"'Custom Data'!C25/1000","v":0},{"$f":"'Custom Data'!D25","v":0},{"$f":"'Custom Data'!E25","v":0},{"$f":"'Custom Data'!F25","v":0},{"$f":"'Custom Data'!Y25","v":0},{"$f":"'Custom Data'!H25","v":0},{"$f":"'Custom Data'!I25","v":0},0,{"$f":"'Custom Data'!J25","v":0},0,0]
[{"$f":"'Custom Data'!$X26","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B26","v":0},"E",{"$f":"'Custom Data'!C26/1000","v":0},{"$f":"'Custom Data'!D26","v":0},{"$f":"'Custom Data'!E26","v":0},{"$f":"'Custom Data'!F26","v":0},{"$f":"'Custom Data'!Y26","v":0},{"$f":"'Custom Data'!H26","v":0},{"$f":"'Custom Data'!I26","v":0},0,{"$f":"'Custom Data'!J26","v":0},0,0]
[{"$f":"'Custom Data'!$X27","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B27","v":0},"E",{"$f":"'Custom Data'!C27/1000","v":0},{"$f":"'Custom Data'!D27","v":0},{"$f":"'Custom Data'!E27","v":0},{"$f":"'Custom Data'!F27","v":0},{"$f":"'Custom Data'!Y27","v":0},{"$f":"'Custom Data'!H27","v":0},{"$f":"'Custom Data'!I27","v":0},0,{"$f":"'Custom Data'!J27","v":0},0,0]
[{"$f":"'Custom Data'!$X28","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B28","v":0},"E",{"$f":"'Custom Data'!C28/1000","v":0},{"$f":"'Custom Data'!D28","v":0},{"$f":"'Custom Data'!E28","v":0},{"$f":"'Custom Data'!F28","v":0},{"$f":"'Custom Data'!Y28","v":0},{"$f":"'Custom Data'!H28","v":0},{"$f":"'Custom Data'!I28","v":0},0,{"$f":"'Custom Data'!J28","v":0},0,0]
[{"$f":"'Custom Data'!$X29","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B29","v":0},"E",{"$f":"'Custom Data'!C29/1000","v":0},{"$f":"'Custom Data'!D29","v":0},{"$f":"'Custom Data'!E29","v":0},{"$f":"'Custom Data'!F29","v":0},{"$f":"'Custom Data'!Y29","v":0},{"$f":"'Custom Data'!H29","v":0},{"$f":"'Custom Data'!I29","v":0},0,{"$f":"'Custom Data'!J29","v":0},0,0]
[{"$f":"'Custom Data'!$X30","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B30","v":0},"E",{"$f":"'Custom Data'!C30/1000","v":0},{"$f":"'Custom Data'!D30","v":0},{"$f":"'Custom Data'!E30","v":0},{"$f":"'Custom Data'!F30","v":0},{"$f":"'Custom Data'!Y30","v":0},{"$f":"'Custom Data'!H30","v":0},{"$f":"'Custom Data'!I30","v":0},0,{"$f":"'Custom Data'!J30","v":0},0,0]

{"sheet":"LIFECYCLE MATERIAL DATA Master","index":13,"n_rows":68,"n_cols":15,"rows_kept":68,"cut":false,"hidden":true,"merged":[]}
[{"$f":"VERSION","v":"TSCT v2"}]
["Please email climateemergency@istructe.org to submit material data for consideration in the next update of The Structural Carbon Tool\n\nTo add other materials, use the \"Custom Data\" tab. Refer to ICE database V3.0 for A1-3 emissions estimates for additional concrete mixes",null,null,null,null,"Product stage\n(Cradle to gate)","Transport emissions","Waste Factor","Transport","Waste processing \nfor reuse, \nrecovery or \nrecycling"]
[null,null,null,null,null,"A1-A3","A4","WF","C2","C3 / C4","C2 to C4","D","Total A1-A5w","Total A-C"]
["Material - Type - Specification","Material Type","Generic Classification ","Density \n[tonnes/m3]","Biogenic Carbon\n(Sequestration)","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]",null,"EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","EC \n[kgCO2e/kg]","Reference"]
["Concrete - Insitu - UK C16/20 (0% SCM)","Concrete - Insitu","C",2.4,null,0.113,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,{"$f":"SUM(I5:J5)","v":1.80325E-2},0,{"$f":"F5+G5+H5*SUM(F5,G5,I5,J5)","v":0.12520972250000001},{"$f":"M5+I5+J5+E5","v":0.14324222250000002},"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C20/25 (25% GGBS)","Concrete - Insitu","C",2.4,null,9.2999999999999999E-2,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,{"$f":"SUM(I6:J6)","v":1.80325E-2},0,0.1041497225,0.12218222249999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C25/30 (25% GGBS)","Concrete - Insitu","C",2.4,null,0.1,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.11152072250000002,0.12955322250000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C32/40 (25% GGBS)","Concrete - Insitu","C",2.4,null,0.12,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1325807225,0.1506132225,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - UK C40/50 (25% GGBS)","Concrete - Insitu","C",2.4,null,0.13800000000000001,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.15153472250000002,0.16956722250000003,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Insitu - Global Avg C32/40 ±10% (Excludes China)","Concrete - Insitu","C",2.4,null,0.191,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,{"$f":"F10+G10+H10*SUM(F10,G10,I10,J10)","v":0.20734372249999999},{"$f":"M10+I10+J10+E10","v":0.2253762225},"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Mortar_screed - 1:4 cement:sand mix CEM I","Concrete - Mortar_screed","C",2.2000000000000002,null,0.16300000000000001,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.17785972250000001,0.19589222250000002,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Mortar_screed - 1:4 cement:sand mix avg UK cement mix","Concrete - Mortar_screed","C",2.2000000000000002,null,0.14899999999999999,5.0000000000000001E-3,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.16311772250000001,0.18115022250000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Precast_concrete - C40/50 avg UK cement mix","Concrete - Precast","C",2.4,null,0.17799999999999999,3.2000000000000001E-2,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.21228032499999999,0.230312825,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Concrete - Precast_concrete - Reinforced - 150mm hollow core slab","Concrete - Precast","C",2,null,0.16600000000000001,3.2000000000000001E-2,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.200160325,0.21819282500000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 Ref. 17"]
["Steel - Rebar - UK 97% recycled EAF production","Steel - Rebar","S",7.85,null,0.76,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0.35099999999999998,0.83493172250000003,0.85296422250000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Rebar - Global avg","Steel - Rebar","S",7.85,null,1.99,0.183,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-0.79,2.2891247225,2.3071572224999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - PT_strands - UK 97% recycled EAF production","Steel - Rebar","S",7.85,null,0.76,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0.35099999999999998,0.83493172250000003,0.85296422250000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - PT_strands - Global avg","Steel - Rebar","S",7.85,null,1.99,0.183,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-0.79,2.2891247225,2.3071572224999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - UK open rolled sections","Steel - Structural_sections","S",7.85,null,1.74,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-0.92,1.7899001299999999,1.8079131299999998,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - Global open rolled sections","Steel - Structural_sections","S",7.85,null,1.55,0.183,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-0.34,1.7505101300000001,1.7685231299999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - UK closed sections","Steel - Structural_sections","S",7.85,null,2.5,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.53,2.5575001300000002,2.57551313,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Structural_sections - Global closed sections","Steel - Structural_sections","S",7.85,null,2.5,0.183,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.53,2.7100101299999997,2.7280231299999995,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Plate - ","Steel - Structural_sections","S",7.85,null,2.46,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.1599999999999999,2.5171001300000002,2.53511313,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Galvanised_profiled_sheet - UK","Steel - Structural_sections","S",7.85,null,2.83,3.2000000000000001E-2,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.1499999999999999,2.8908001300000001,2.90881313,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Steel - Galvanised_profiled_sheet - Global hot dip galvanised","Steel - Structural_sections","S",7.85,null,2.76,0.183,0.01,5.0129999999999992E-3,1.2999999999999999E-2,1.8012999999999998E-2,-1.32,2.9726101299999996,2.9906231299999995,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Studwork_framing_flooring - Softwood, 100% FSC/PEFC","Timber - floor","T",0.48,-1.64,0.26300000000000001,0.161,0.111,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.65610100000000005,0.68310099999999996,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - UK CLT 100% FSC/PEFC","Timber - frame","T",0.46500000000000002,-1.64,0.25,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.43178000000000005,0.45878000000000019,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - Global CLT 100% FSC/PEFC",null,null,0.46500000000000002,-1.64,0.437,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.62064999999999992,0.64764999999999984,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - UK Glulam 100% FSC/PEFC",null,null,0.47,-1.64,0.28000000000000003,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.46208000000000005,0.48908000000000018,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - Global Glulam 100% FSC/PEFC",null,null,0.47,-1.64,0.51200000000000001,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.69640000000000002,0.72340000000000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Manufactured_structural_timber - LVL 100% FSC/PEFC",null,null,0.48799999999999999,-1.64,0.39,0.161,0.01,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,0.57318000000000002,0.60018000000000016,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Sheet_materials - Plywood 100% FSC/PEFC","Timber - formwork","T",0.49099999999999999,-1.64,0.68100000000000005,0.161,0.111,5.0000000000000001E-3,1.6619999999999999,1.6669999999999998,-0.52400000000000002,1.1204990000000001,1.147499,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Timber - Sheet_materials - OSB 100% FSC/PEFC","Timber - formwork","T",0.49099999999999999,-1.64,0.45500000000000002,0.161,0.111,5.0000000000000001E-3,1.6619999999999999,{"$f":"SUM(I33:J33)","v":1.6669999999999998},0,{"$f":"F33+G33+H33*SUM(F33,G33,I33,J33)","v":0.86941299999999999},{"$f":"M33+I33+J33+E33","v":0.89641300000000013},"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Brickwork - UK: BDA generic brick","Brickwork","O",1.4870000000000001,null,0.21299999999999999,1.0999999999999999E-2,0.25,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,-1.6E-2,0.28450000000000003,0.30250000000000005,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Brickwork - Single skin wall with mortar 1:4 CEM I cement:sand mix","Brickwork","O",1.6,null,0.2,1.0999999999999999E-2,0.25,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-1.6E-2,0.26825812500000001,0.28629062500000002,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Brickwork - Double skin wall with mortar 1:4 CEM I cement:sand mix","Brickwork","O",1.6,null,0.216,1.0999999999999999E-2,0.25,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-1.6E-2,0.28825812500000003,0.30629062500000004,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Blockwork - PCC Lightweight (AAC) blocks","Blockwork","O",0.7,null,0.28000000000000003,1.0999999999999999E-2,0.25,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,0,0.36825000000000008,0.38625000000000009,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Blockwork - PCC Dense blocks","Blockwork","O",2,null,9.2999999999999999E-2,1.0999999999999999E-2,0.25,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,0,0.13450000000000001,0.15250000000000002,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Stone - Granite","Stone","O",2.73,null,9.2999999999999999E-2,3.2000000000000001E-2,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1408766075,0.15890910750000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Stone - Limestone","Stone","O",2.2000000000000002,null,0.09,3.2000000000000001E-2,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1375436075,0.1555761075,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Stone - Sandstone","Stone","O",2.35,null,0.06,3.2000000000000001E-2,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.1042136075,0.12224610749999999,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Glass - General","Glass","O",2.5,null,1.44,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,1.5509717224999999,1.5690042224999998,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Glass - Toughened","Glass","O",2.5,null,1.67,3.2000000000000001E-2,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,1.7931617224999998,1.8111942224999997,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Granular_fill - UK","Fill","O",2.2400000000000002,null,8.0000000000000002E-3,5.0000000000000001E-3,5.2999999999999999E-2,5.0000000000000001E-3,1.2999999999999999E-2,1.7999999999999999E-2,0,1.4643000000000002E-2,3.2642999999999998E-2,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A3, other modules set to same as concrete."]
["Other - Granular_fill - Global",null,null,2.2400000000000002,null,4.0000000000000001E-3,5.0000000000000001E-3,5.2999999999999999E-2,5.0000000000000001E-3,1.2999999999999999E-2,{"$f":"SUM(I45:J45)","v":1.7999999999999999E-2},0,{"$f":"F45+G45+H45*SUM(F45,G45,I45,J45)","v":1.0431000000000001E-2},{"$f":"M45+I45+J45+E45","v":2.8430999999999998E-2},"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A3, other modules set to same as concrete."]
["Other - Aluminium - Sheet - European - 31% recycled content","Aluminium","O",2.71,null,6.58,0.16,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-3.09,6.807580325,6.8256128250000003,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Aluminium - Sheet - Worldwide- 31% recycled content","Aluminium","O",2.71,null,13,0.183,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-8.69,13.315010324999999,13.333042825,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Aluminium - Extruded profile - European - 31% recycled content","Aluminium","O",2.71,null,6.83,0.16,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-3.21,7.0600803250000004,7.0781128250000007,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Aluminium - Extruded profile - Worldwide - 31% recycled content","Aluminium","O",2.71,null,13.2,0.183,0.01,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,-8.69,13.517010324999999,13.535042825,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Plasterboard - Partitioning / ceilings (min 60% recycled content)","Plasterboard","O",0.9,null,0.39,3.2000000000000001E-2,0.28999999999999998,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.5496094250000001,0.5676419250000001,"Gibbons O, Orr J. How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022"]
["Other - Steel_fire_protection - Amotherm steel WB EPD","Paint","O",1.3,null,2.399,0.16,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,2.6955827225000002,2.7136152225000001,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A4, other modules set to same as steel."]
["Other - Steel_fire_protection - Amotherm concrete WB EPD","Paint","O",1.3,null,2.3660000000000001,0.16,5.2999999999999999E-2,5.0325000000000005E-3,1.2999999999999999E-2,{"$f":"SUM(I52:J52)","v":1.80325E-2},0,{"$f":"F52+G52+H52*SUM(F52,G52,I52,J52)","v":2.6608337225000001},{"$f":"M52+I52+J52+E52","v":2.6788662224999999},"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A4, other modules set to same as steel."]
["Other - Steel_fire_protection - Cementitous spray","Paint","O",1.3,null,0.72499999999999998,0.16,0.111,5.0325000000000005E-3,1.2999999999999999E-2,1.80325E-2,0,0.98523660749999997,1.0032691075,"How to calculate embodied carbon, 2nd ed., London: IStructE Ltd; 2022 for A1-A4, other modules set to same as steel."]
[{"$f":"'Custom Data'!$X16","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B16","v":0},"E",{"$f":"'Custom Data'!C16/1000","v":0},{"$f":"'Custom Data'!D16","v":0},{"$f":"'Custom Data'!E16","v":0},{"$f":"'Custom Data'!F16","v":0},{"$f":"'Custom Data'!Y16","v":0},{"$f":"'Custom Data'!H16","v":0},{"$f":"'Custom Data'!I16","v":0},{"$f":"SUM(I54:J54)","v":0},{"$f":"'Custom Data'!J16","v":0},0,0]
[{"$f":"'Custom Data'!$X17","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B17","v":0},"E",{"$f":"'Custom Data'!C17/1000","v":0},{"$f":"'Custom Data'!D17","v":0},{"$f":"'Custom Data'!E17","v":0},{"$f":"'Custom Data'!F17","v":0},{"$f":"'Custom Data'!Y17","v":0},{"$f":"'Custom Data'!H17","v":0},{"$f":"'Custom Data'!I17","v":0},0,{"$f":"'Custom Data'!J17","v":0},0,0]
[{"$f":"'Custom Data'!$X18","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B18","v":0},"E",{"$f":"'Custom Data'!C18/1000","v":0},{"$f":"'Custom Data'!D18","v":0},{"$f":"'Custom Data'!E18","v":0},{"$f":"'Custom Data'!F18","v":0},{"$f":"'Custom Data'!Y18","v":0},{"$f":"'Custom Data'!H18","v":0},{"$f":"'Custom Data'!I18","v":0},0,{"$f":"'Custom Data'!J18","v":0},0,0]
[{"$f":"'Custom Data'!$X19","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B19","v":0},"E",{"$f":"'Custom Data'!C19/1000","v":0},{"$f":"'Custom Data'!D19","v":0},{"$f":"'Custom Data'!E19","v":0},{"$f":"'Custom Data'!F19","v":0},{"$f":"'Custom Data'!Y19","v":0},{"$f":"'Custom Data'!H19","v":0},{"$f":"'Custom Data'!I19","v":0},0,{"$f":"'Custom Data'!J19","v":0},0,0]
[{"$f":"'Custom Data'!$X20","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B20","v":0},"E",{"$f":"'Custom Data'!C20/1000","v":0},{"$f":"'Custom Data'!D20","v":0},{"$f":"'Custom Data'!E20","v":0},{"$f":"'Custom Data'!F20","v":0},{"$f":"'Custom Data'!Y20","v":0},{"$f":"'Custom Data'!H20","v":0},{"$f":"'Custom Data'!I20","v":0},0,{"$f":"'Custom Data'!J20","v":0},0,0]
[{"$f":"'Custom Data'!$X21","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B21","v":0},"E",{"$f":"'Custom Data'!C21/1000","v":0},{"$f":"'Custom Data'!D21","v":0},{"$f":"'Custom Data'!E21","v":0},{"$f":"'Custom Data'!F21","v":0},{"$f":"'Custom Data'!Y21","v":0},{"$f":"'Custom Data'!H21","v":0},{"$f":"'Custom Data'!I21","v":0},0,{"$f":"'Custom Data'!J21","v":0},0,0]
[{"$f":"'Custom Data'!$X22","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B22","v":0},"E",{"$f":"'Custom Data'!C22/1000","v":0},{"$f":"'Custom Data'!D22","v":0},{"$f":"'Custom Data'!E22","v":0},{"$f":"'Custom Data'!F22","v":0},{"$f":"'Custom Data'!Y22","v":0},{"$f":"'Custom Data'!H22","v":0},{"$f":"'Custom Data'!I22","v":0},0,{"$f":"'Custom Data'!J22","v":0},0,0]
[{"$f":"'Custom Data'!$X23","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B23","v":0},"E",{"$f":"'Custom Data'!C23/1000","v":0},{"$f":"'Custom Data'!D23","v":0},{"$f":"'Custom Data'!E23","v":0},{"$f":"'Custom Data'!F23","v":0},{"$f":"'Custom Data'!Y23","v":0},{"$f":"'Custom Data'!H23","v":0},{"$f":"'Custom Data'!I23","v":0},0,{"$f":"'Custom Data'!J23","v":0},0,0]
[{"$f":"'Custom Data'!$X24","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B24","v":0},"E",{"$f":"'Custom Data'!C24/1000","v":0},{"$f":"'Custom Data'!D24","v":0},{"$f":"'Custom Data'!E24","v":0},{"$f":"'Custom Data'!F24","v":0},{"$f":"'Custom Data'!Y24","v":0},{"$f":"'Custom Data'!H24","v":0},{"$f":"'Custom Data'!I24","v":0},0,{"$f":"'Custom Data'!J24","v":0},0,0]
[{"$f":"'Custom Data'!$X25","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B25","v":0},"E",{"$f":"'Custom Data'!C25/1000","v":0},{"$f":"'Custom Data'!D25","v":0},{"$f":"'Custom Data'!E25","v":0},{"$f":"'Custom Data'!F25","v":0},{"$f":"'Custom Data'!Y25","v":0},{"$f":"'Custom Data'!H25","v":0},{"$f":"'Custom Data'!I25","v":0},0,{"$f":"'Custom Data'!J25","v":0},0,0]
[{"$f":"'Custom Data'!$X26","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B26","v":0},"E",{"$f":"'Custom Data'!C26/1000","v":0},{"$f":"'Custom Data'!D26","v":0},{"$f":"'Custom Data'!E26","v":0},{"$f":"'Custom Data'!F26","v":0},{"$f":"'Custom Data'!Y26","v":0},{"$f":"'Custom Data'!H26","v":0},{"$f":"'Custom Data'!I26","v":0},0,{"$f":"'Custom Data'!J26","v":0},0,0]
[{"$f":"'Custom Data'!$X27","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B27","v":0},"E",{"$f":"'Custom Data'!C27/1000","v":0},{"$f":"'Custom Data'!D27","v":0},{"$f":"'Custom Data'!E27","v":0},{"$f":"'Custom Data'!F27","v":0},{"$f":"'Custom Data'!Y27","v":0},{"$f":"'Custom Data'!H27","v":0},{"$f":"'Custom Data'!I27","v":0},0,{"$f":"'Custom Data'!J27","v":0},0,0]
[{"$f":"'Custom Data'!$X28","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B28","v":0},"E",{"$f":"'Custom Data'!C28/1000","v":0},{"$f":"'Custom Data'!D28","v":0},{"$f":"'Custom Data'!E28","v":0},{"$f":"'Custom Data'!F28","v":0},{"$f":"'Custom Data'!Y28","v":0},{"$f":"'Custom Data'!H28","v":0},{"$f":"'Custom Data'!I28","v":0},0,{"$f":"'Custom Data'!J28","v":0},0,0]
[{"$f":"'Custom Data'!$X29","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B29","v":0},"E",{"$f":"'Custom Data'!C29/1000","v":0},{"$f":"'Custom Data'!D29","v":0},{"$f":"'Custom Data'!E29","v":0},{"$f":"'Custom Data'!F29","v":0},{"$f":"'Custom Data'!Y29","v":0},{"$f":"'Custom Data'!H29","v":0},{"$f":"'Custom Data'!I29","v":0},0,{"$f":"'Custom Data'!J29","v":0},0,0]
[{"$f":"'Custom Data'!$X30","v":"Custom_EPD -  - "},{"$f":"'Custom Data'!$B30","v":0},"E",{"$f":"'Custom Data'!C30/1000","v":0},{"$f":"'Custom Data'!D30","v":0},{"$f":"'Custom Data'!E30","v":0},{"$f":"'Custom Data'!F30","v":0},{"$f":"'Custom Data'!Y30","v":0},{"$f":"'Custom Data'!H30","v":0},{"$f":"'Custom Data'!I30","v":0},0,{"$f":"'Custom Data'!J30","v":0},0,0]

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[]
["Zone","Typology","Material","Concrete Grade","Concrete Grade Classification","Steel","Timber","Other","Cement Replacement","METAL DECK SLAB","C","S","T","O","VOLUME / MASS","Concrete Type","Structural Element","CONCRETE","Insitu","Galvanised_profiled_sheet","Mortar/Screed","Precast_concrete","Rebar","PT Strands","Structural_Sections","Blockwork","Brickwork","Stone","Aluminium","Glass","Plasterboard","Steel_fire_protection","Manufactured_structural_timber","Studwork_Framing_Flooring","Sheet_Materials","Transport_Scenario","Custom_EPD","Concrete_EPD","Steel_EPD","Timber_EPD","Other_EPD","Reinforcement_Type","Comparison Inc","Granular Fill"]
["Substructure","Commercial","Concrete","Grade 16/20",5,"Rebar","Manufactured_structural_timber","Blockwork","(0% PFA / GGBS)",{"$f":"A21","v":"Comflor_46 - 0.9mm"},"Yes","N/A","N/A","N/A","Volume [m3]","Concrete (all insitu)","0.2 Major Demolition Work","Insitu","UK C16/20 (0% SCM)","UK Avg","1:4 cement:sand mix CEM I","C40/50 avg UK cement mix","UK 97% recycled EAF production","UK 97% recycled EAF production","UK open rolled sections","PCC Lightweight (AAC) blocks","UK: BDA generic brick","Granite","Sheet - European - 31% recycled content","General","Partitioning / ceilings (min 60% recycled content)","Amotherm Steel WB EPD","UK CLT 100% FSC/PEFC","Softwood, 100% FSC/PEFC","Plywood 100% FSC/PEFC","Locally manufactured","Concrete_EPD",null,null,null,null,"Steel - Rebar - UK 97% recycled EAF production","Yes","UK"]
["Superstructure","Education","Steel","Grade 20/25",6,"PT_strands","Studwork_framing_flooring","Brickwork","(15% PFA)",{"$f":"A22","v":"Comflor_46 - 1.2mm"},"No",null,null,null,"Mass [kg]","Concrete (all precast)","0.3 Temp Supports to Adjacent Structures","Mortar_screed","UK C20/25 (25% GGBS)","Global hot dip galvanised","1:4 cement:sand mix avg UK cement mix","Reinforced - 150mm hollow core slab","Global avg","Global avg","Global open rolled sections","PCC Dense blocks","Single skin wall with mortar 1:4 CEM I cement:sand mix","Limestone","Sheet - Worldwide- 31% recycled content","Toughened",null,"Amotherm concrete WB EPD","Global CLT 100% FSC/PEFC",null,"OSB 100% FSC/PEFC","Nationally manufactured","Steel_EPD",null,null,null,null,"Steel - Rebar - Global avg","No","Global"]
[null,"Residential","Timber","Grade 25/30",7,"Structural_Sections","Sheet_materials","Glass","(30% PFA)","Comflor_51 - 0.9mm",null,null,null,null,null,null,"1.1 Piling","Precast_concrete","UK C25/30 (25% GGBS)",null,null,null,null,null,"UK closed sections",null,"Double skin wall with mortar 1:4 CEM I cement:sand mix","Sandstone","Extruded profile - European - 31% recycled content",null,null,"Cementitous spray","UK Glulam 100% FSC/PEFC",null,null,"European manufactured","Timber_EPD",{"$f":"IF('Custom Data'!$A16=\"Concrete_EPD\",'Custom Data'!$B16,\"\")","v":""},{"$f":"IF('Custom Data'!$A16=\"Steel_EPD\",'Custom Data'!$B16,\"\")","v":""},{"$f":"IF('Custom Data'!$A16=\"Timber_EPD\",'Custom Data'!$B16,\"\")","v":""},{"$f":"IF('Custom Data'!$A16=\"Other_EPD\",'Custom Data'!$B16,\"\")","v":""}]
[null,"Other","Other","Grade 28/35",8,"Plate",null,"Granular_fill","(40% PFA)","Comflor_51 - 1mm",null,null,null,null,null,null,"1.1 Foundations (incl. pile caps)",null,"UK C32/40 (25% GGBS)",null,null,null,null,null,"Global closed sections",null,null,null,"Extruded profile - Worldwide - 31% recycled content",null,null,null,"Global Glulam 100% FSC/PEFC",null,null,"Globally manufactured","Other_EPD",{"$f":"IF('Custom Data'!$A17=\"Concrete_EPD\",'Custom Data'!$B17,\"\")","v":""},{"$f":"IF('Custom Data'!$A17=\"Steel_EPD\",'Custom Data'!$B17,\"\")","v":""},{"$f":"IF('Custom Data'!$A17=\"Timber_EPD\",'Custom Data'!$B17,\"\")","v":""},{"$f":"IF('Custom Data'!$A17=\"Other_EPD\",'Custom Data'!$B17,\"\")","v":""}]
[null,null,"Custom_EPD","Grade 32/40",9,"Galvanised_profiled_sheet",null,"Stone","(25% GGBS)","Comflor_51 - 1.1mm",null,null,null,null,null,null,"1.1 Lowest floor/slab",null,"UK C40/50 (25% GGBS)",null,null,null,null,null,null,null,null,null,null,null,null,null,"LVL 100% FSC/PEFC",null,null,null,null,{"$f":"IF('Custom Data'!$A18=\"Concrete_EPD\",'Custom Data'!$B18,\"\")","v":""},{"$f":"IF('Custom Data'!$A18=\"Steel_EPD\",'Custom Data'!$B18,\"\")","v":""},{"$f":"IF('Custom Data'!$A18=\"Timber_EPD\",'Custom Data'!$B18,\"\")","v":""},{"$f":"IF('Custom Data'!$A18=\"Other_EPD\",'Custom Data'!$B18,\"\")","v":""}]
[null,null,null,"Grade 40/50",10,null,null,"Aluminium","(50% GGBS)","Comflor_51 - 1.2mm",null,null,null,null,null,null,"1.1 Basement retaining walls",null,"Global Avg C32/40 ±10% (Excludes China)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A19=\"Concrete_EPD\",'Custom Data'!$B19,\"\")","v":""},{"$f":"IF('Custom Data'!$A19=\"Steel_EPD\",'Custom Data'!$B19,\"\")","v":""},{"$f":"IF('Custom Data'!$A19=\"Timber_EPD\",'Custom Data'!$B19,\"\")","v":""},{"$f":"IF('Custom Data'!$A19=\"Other_EPD\",'Custom Data'!$B19,\"\")","v":""}]
[null,null,null,"GEN 0 (6/8 MPa)",1,null,null,"Plasterboard","(70% GGBS)",{"$f":"A27","v":"Comflor_60 - 0.9mm"},null,null,null,null,null,null,"2.1 Frame",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A20=\"Concrete_EPD\",'Custom Data'!$B20,\"\")","v":""},{"$f":"IF('Custom Data'!$A20=\"Steel_EPD\",'Custom Data'!$B20,\"\")","v":""},{"$f":"IF('Custom Data'!$A20=\"Timber_EPD\",'Custom Data'!$B20,\"\")","v":""},{"$f":"IF('Custom Data'!$A20=\"Other_EPD\",'Custom Data'!$B20,\"\")","v":""}]
[null,null,null,"GEN 1 (8/10 MPa)",2,null,null,"Steel_fire_protection",null,"Comflor_60 - 1mm",null,null,null,null,null,null,"2.2 Upper floors/slabs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A21=\"Concrete_EPD\",'Custom Data'!$B21,\"\")","v":""},{"$f":"IF('Custom Data'!$A21=\"Steel_EPD\",'Custom Data'!$B21,\"\")","v":""},{"$f":"IF('Custom Data'!$A21=\"Timber_EPD\",'Custom Data'!$B21,\"\")","v":""},{"$f":"IF('Custom Data'!$A21=\"Other_EPD\",'Custom Data'!$B21,\"\")","v":""}]
[null,null,null,"GEN 2 (12/15 MPa)",3,null,null,null,null,"Comflor_60 - 1.1mm",null,null,null,null,null,null,"2.3 Roof beams",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A22=\"Concrete_EPD\",'Custom Data'!$B22,\"\")","v":""},{"$f":"IF('Custom Data'!$A22=\"Steel_EPD\",'Custom Data'!$B22,\"\")","v":""},{"$f":"IF('Custom Data'!$A22=\"Timber_EPD\",'Custom Data'!$B22,\"\")","v":""},{"$f":"IF('Custom Data'!$A22=\"Other_EPD\",'Custom Data'!$B22,\"\")","v":""}]
["N/A",null,null,"GEN 3 (16/20 MPa)",4,null,null,null,null,"Comflor_60 - 1.2mm",null,null,null,null,null,null,"2.3 Roof",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A23=\"Concrete_EPD\",'Custom Data'!$B23,\"\")","v":""},{"$f":"IF('Custom Data'!$A23=\"Steel_EPD\",'Custom Data'!$B23,\"\")","v":""},{"$f":"IF('Custom Data'!$A23=\"Timber_EPD\",'Custom Data'!$B23,\"\")","v":""},{"$f":"IF('Custom Data'!$A23=\"Other_EPD\",'Custom Data'!$B23,\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,"Comflor_80 - 0.9mm",null,null,null,null,null,null,"2.4 Stairs & ramps",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A24=\"Concrete_EPD\",'Custom Data'!$B24,\"\")","v":""},{"$f":"IF('Custom Data'!$A24=\"Steel_EPD\",'Custom Data'!$B24,\"\")","v":""},{"$f":"IF('Custom Data'!$A24=\"Timber_EPD\",'Custom Data'!$B24,\"\")","v":""},{"$f":"IF('Custom Data'!$A24=\"Other_EPD\",'Custom Data'!$B24,\"\")","v":""}]
["_",null,null,null,null,null,null,null,null,"Comflor_80 - 1.2mm",null,null,null,null,null,null,"2.5 Structural ext. walls",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A25=\"Concrete_EPD\",'Custom Data'!$B25,\"\")","v":""},{"$f":"IF('Custom Data'!$A25=\"Steel_EPD\",'Custom Data'!$B25,\"\")","v":""},{"$f":"IF('Custom Data'!$A25=\"Timber_EPD\",'Custom Data'!$B25,\"\")","v":""},{"$f":"IF('Custom Data'!$A25=\"Other_EPD\",'Custom Data'!$B25,\"\")","v":""}]
["  ",null,null,null,null,null,null,null,null,"Comflor_100 - 1mm",null,null,null,null,null,null,"2.7 Structural int. walls",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A26=\"Concrete_EPD\",'Custom Data'!$B26,\"\")","v":""},{"$f":"IF('Custom Data'!$A26=\"Steel_EPD\",'Custom Data'!$B26,\"\")","v":""},{"$f":"IF('Custom Data'!$A26=\"Timber_EPD\",'Custom Data'!$B26,\"\")","v":""},{"$f":"IF('Custom Data'!$A26=\"Other_EPD\",'Custom Data'!$B26,\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,"Comflor_100 - 1.1mm",null,null,null,null,null,null,"Other",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A27=\"Concrete_EPD\",'Custom Data'!$B27,\"\")","v":""},{"$f":"IF('Custom Data'!$A27=\"Steel_EPD\",'Custom Data'!$B27,\"\")","v":""},{"$f":"IF('Custom Data'!$A27=\"Timber_EPD\",'Custom Data'!$B27,\"\")","v":""},{"$f":"IF('Custom Data'!$A27=\"Other_EPD\",'Custom Data'!$B27,\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,"Comflor_100 - 1.2mm",null,null,null,null,null,null,"1.1 Excavation-Foundation",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A28=\"Concrete_EPD\",'Custom Data'!$B28,\"\")","v":""},{"$f":"IF('Custom Data'!$A28=\"Steel_EPD\",'Custom Data'!$B28,\"\")","v":""},{"$f":"IF('Custom Data'!$A28=\"Timber_EPD\",'Custom Data'!$B28,\"\")","v":""},{"$f":"IF('Custom Data'!$A28=\"Other_EPD\",'Custom Data'!$B28,\"\")","v":""}]
[null,"Metal Deck Slab","Nominal thickness","Area of steel (mm2/m)","Volume of steel (mm3/m2)",null,null,null,null,"Comflor_210 - 1.25mm",null,null,null,null,null,null,"1.1 Excavation-Other",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A29=\"Concrete_EPD\",'Custom Data'!$B29,\"\")","v":""},{"$f":"IF('Custom Data'!$A29=\"Steel_EPD\",'Custom Data'!$B29,\"\")","v":""},{"$f":"IF('Custom Data'!$A29=\"Timber_EPD\",'Custom Data'!$B29,\"\")","v":""},{"$f":"IF('Custom Data'!$A29=\"Other_EPD\",'Custom Data'!$B29,\"\")","v":""}]
[{"$f":"CONCATENATE(B21,\" - \",C21,\"mm\")","v":"Comflor_46 - 0.9mm"},"Comflor_46",0.9,1137,{"$f":"1000*D21","v":1137000},null,null,null,null,"Comflor_225 - 1.25mm",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF('Custom Data'!$A30=\"Concrete_EPD\",'Custom Data'!$B30,\"\")","v":""},{"$f":"IF('Custom Data'!$A30=\"Steel_EPD\",'Custom Data'!$B30,\"\")","v":""},{"$f":"IF('Custom Data'!$A30=\"Timber_EPD\",'Custom Data'!$B30,\"\")","v":""},{"$f":"IF('Custom Data'!$A30=\"Other_EPD\",'Custom Data'!$B30,\"\")","v":""}]
["Comflor_46 - 1.2mm","Comflor_46",1.2,1534,{"$f":"1000*D22","v":1534000},null,null,null,null,"Kgspan_MD50 - 0.85mm"]
["Comflor_51 - 0.9mm","Comflor_51",0.9,1579,1579000,null,null,null,null,"Kgspan_MD50 - 0.9mm"]
["Comflor_51 - 1mm","Comflor_51",1,1579,1579000,null,null,null,null,"Kgspan_MD50 - 1mm"]
["Comflor_51 - 1.1mm","Comflor_51",1.1000000000000001,1938,1938000,null,null,null,null,"Kgspan_MD50 - 1.1mm"]
["Comflor_51 - 1.2mm","Comflor_51",1.2,2118,2118000,null,null,null,null,"Kgspan_MD50 - 1.2mm"]
["Comflor_60 - 0.9mm","Comflor_60",0.9,1276,1276000,null,null,null,null,"Kgspan_MD60 - 0.9mm"]
["Comflor_60 - 1mm","Comflor_60",1,1424,1424000,null,null,null,null,"Kgspan_MD60 - 1mm"]
["Comflor_60 - 1.1mm","Comflor_60",1.1000000000000001,1572,1572000,null,null,null,null,"Kgspan_MD60 - 1.1mm"]
["Comflor_60 - 1.2mm","Comflor_60",1.2,1721,1721000,null,null,null,null,"Kgspan_MD60 - 1.2mm"]
["Comflor_80 - 0.9mm","Comflor_80",0.9,1387,1387000,null,null,null,null,"Kgspan_MD80 - 1mm"]
["Comflor_80 - 1.2mm","Comflor_80",1.2,1871,1871000,null,null,null,null,"Kgspan_MD80 - 1.1mm"]
["Comflor_100 - 1mm","Comflor_100",1,1687,1687000,null,null,null,null,"Kgspan_MD80 - 1.2mm"]
["Comflor_100 - 1.1mm","Comflor_100",1.1000000000000001,1855,1855000]
["Comflor_100 - 1.2mm","Comflor_100",1.2,2022,2022000]
["Comflor_210 - 1.25mm","Comflor_210",1.25,2009,2009000]
["Comflor_225 - 1.25mm","Comflor_225",1.25,2118,2118000]
["Kgspan_MD50 - 0.85mm","Kgspan_MD50",0.85,1418,1418000]
["Kgspan_MD50 - 0.9mm","Kgspan_MD50",0.9,1605,1605000]
["Kgspan_MD50 - 1mm","Kgspan_MD50",1,1792,1792000]
["Kgspan_MD50 - 1.1mm","Kgspan_MD50",1.1000000000000001,1979,1979000]
["Kgspan_MD50 - 1.2mm","Kgspan_MD50",1.2,2165,2165000]
["Kgspan_MD60 - 0.9mm","Kgspan_MD60",0.9,1138,1138000]
["Kgspan_MD60 - 1mm","Kgspan_MD60",1,1270,1270000]
["Kgspan_MD60 - 1.1mm","Kgspan_MD60",1.1000000000000001,1402,1402000]
["Kgspan_MD60 - 1.2mm","Kgspan_MD60",1.2,1535,1535000]
["Kgspan_MD80 - 1mm","Kgspan_MD80",1,1413,1413000]
["Kgspan_MD80 - 1.1mm","Kgspan_MD80",1.1000000000000001,1560,1560000]
["Kgspan_MD80 - 1.2mm","Kgspan_MD80",1.2,1705,1705000]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Concrete Volume (m3/m2)"]
["Slab Depth (mm)","Comflor_46 ","Comflor_51 ","Comflor_60 ","Comflor_80 ","Comflor_100","Comflor_210","Comflor_225","Kgspan_MD50","Kgspan_MD60","Kgspan_MD80"]
[100,null,null,null,null,null,null,null,9.0999999999999998E-2]
[101,null,9.1999999999999998E-2]
[105,null,9.6000000000000002E-2]
[110,9.0999999999999998E-2,0.10100000000000001,null,null,null,null,null,0.10100000000000001]
[115,9.6000000000000002E-2,0.106]
[120,0.10100000000000001,0.111,8.6999999999999994E-2,null,null,null,null,0.111,8.5000000000000006E-2]
[125,null,0.11600000000000001,null,null,null,null,null,0.11600000000000001]
[130,0.111,0.121,9.7000000000000003E-2,8.5999999999999993E-2,null,null,null,0.121,9.5000000000000001E-2,8.2000000000000003E-2]
[140,0.121,null,0.107,9.6000000000000002E-2,null,null,null,0.13100000000000001,0.105,9.1999999999999998E-2]
[145,0.126]
[150,0.121,0.14099999999999999,0.11700000000000001,0.106,null,null,null,0.14099999999999999,0.115,0.10199999999999999]
[160,null,null,null,0.11600000000000001,0.1,null,null,0.151,0.125,0.112]
[170,null,null,null,0.126,0.11,null,null,0.161]
[175,null,null,null,null,null,null,null,null,0.14000000000000001,0.127]
[180,0.161,null,0.14699999999999999,0.13600000000000001,0.12]
[190,null,null,0.157,0.14599999999999999,0.13]
[195,null,null,null,null,0.13500000000000001]
[200,0.18099999999999999,0.191,0.16700000000000001,0.156,0.14000000000000001,null,null,0.191,0.16500000000000001,0.152]
[210,null,null,null,null,0.15]
[220,null,null,null,null,0.16]
[230,null,null,null,null,0.17]
[240,0.221,0.23100000000000001]
[250,null,null,0.217,0.20599999999999999,0.19,null,null,0.24099999999999999,0.215,0.20200000000000001]
[270,null,null,null,null,null,0.1]
[280,null,null,null,null,null,0.11]
[285,null,null,null,null,null,null,0.11600000000000001]
[290,null,null,null,null,null,0.12,0.121]
[295,null,null,null,null,null,null,0.126]
[300,null,null,null,null,null,0.13,0.13100000000000001]
[305,null,null,null,null,null,0.13500000000000001,0.13600000000000001]
[310,null,null,null,null,null,0.14000000000000001,0.14099999999999999]
[320,null,null,null,null,null,null,0.151]
[330,null,null,null,null,null,0.16]
[350,null,null,null,null,null,0.18,0.18099999999999999]
[375,null,null,null,null,null,0.20499999999999999]
[380,null,null,null,null,null,null,0.21099999999999999]
[400,null,null,null,null,null,0.23,0.23100000000000001]
[]
[]
[]
[{"$f":"B60","v":"Comflor_46 "},"Comflor_51 ","Comflor_60 ","Comflor_80 ","Comflor_100","Comflor_210","Comflor_225","Kgspan_MD50","Kgspan_MD60","Kgspan_MD80"]
[110,101,120,130,160,270,285,100,120,130]
[115,105,130,140,170,280,290,110,130,140]
[120,110,140,150,180,290,295,120,140,150]
[130,115,150,160,190,300,300,125,150,160]
[140,120,180,170,195,305,305,130,160,175]
[145,125,190,180,200,310,310,140,175,200]
[150,130,200,190,210,330,320,150,200,250]
[180,150,250,200,220,350,350,160,250]
[200,200,null,250,230,375,380,170]
[240,240,null,null,250,400,400,200]
[null,null,null,null,null,null,null,250]

{"sheet":"REBAR ESTIMATES","index":15,"n_rows":50,"n_cols":28,"rows_kept":50,"cut":false,"hidden":true,"merged":[[1,2,1,3],[2,2,2,3],[3,2,3,3],[4,2,4,3],[5,2,5,3]]}
["Reinforcement Estimate"]
[null,"Volume (m3)","Reinforcement Type",null,"Average (kg/m3)","Total Weight (kg)"]
["SLABS",15,"General Slabs",null,{"$f":"VLOOKUP(C3,A11:G13,7,FALSE)","v":95},{"$f":"B3*E3","v":1425}]
["BEAMS",5,"General Beams",null,{"$f":"VLOOKUP(C4,H11:N12,7,FALSE)","v":220},{"$f":"B4*E4","v":1100}]
["COLUMNS",6,"Medium Columns",null,{"$f":"VLOOKUP(C5,O16:U19,7,FALSE)","v":225},{"$f":"B5*E5","v":1350}]
["WALLS",null,"Retaining Walls",null,{"$f":"VLOOKUP(C6,V11:AB12,7,FALSE)","v":110},{"$f":"B6*E6","v":0}]
[null,null,null,null,"TOTAL",{"$f":"SUM(F3:F6)","v":3875}]
[]
["SLABS",null,null,null,null,null,null,"BEAMS",null,null,null,null,null,null,"COLUMNS",null,null,null,null,null,null,"WALLS"]
["From Structural Engineer's Pocket Book:",null,null,"Min","Max",null,"AVERAGE","From Structural Engineer's Pocket Book:",null,null,"Min","Max",null,"AVERAGE","From Structural Engineer's Pocket Book:",null,null,"Min","Max",null,"AVERAGE","From Structural Engineer's Pocket Book:",null,null,"Min","Max",null,"AVERAGE"]
["General Slabs",null,null,80,110,"kg/m3",{"$f":"AVERAGE(D11,E11)","v":95},"General Beams",null,null,null,220,"kg/m3",{"$f":"AVERAGE(K11,L11)","v":220},"General Columns",null,null,150,450,"kg/m3",{"$f":"AVERAGE(R11,S11)","v":300},"General Walls",null,null,null,65,"kg/m3",{"$f":"AVERAGE(Y11,Z11)","v":65}]
["Transfer Slabs",null,null,null,150,"kg/m3",{"$f":"AVERAGE(D12,E12)","v":150},"Ground Beams",null,null,null,230,"kg/m3",{"$f":"AVERAGE(K12,L12)","v":230},null,null,null,null,null,null,null,"Retaining Walls",null,null,null,110,"kg/m3",{"$f":"AVERAGE(Y12,Z12)","v":110}]
["Rafts",null,null,null,115,"kg/m3",{"$f":"AVERAGE(D13,E13)","v":115}]
[]
["From DN20 Rebar Estimates (AKT):",null,null,null,null,null,null,"From DN20 Rebar Estimates (AKT):",null,null,null,null,null,null,"From DN20 Rebar Estimates (AKT):",null,null,null,null,null,null,"From DN20 Rebar Estimates (AKT):"]
["Floating slabs - top only",null,null,null,50,"kg/m3",50,"Light",null,null,100,170,"kg/m3",{"$f":"AVERAGE(K16,L16)","v":135},"Light Columns ",null,null,50,100,"kg/m3",{"$f":"AVERAGE(R16,S16)","v":75},"Walls generally",null,null,50,70,"kg/m3",{"$f":"AVERAGE(Y16,Z16)","v":60}]
["Floating slabs - top and bottom",null,null,null,70,"kg/m3",70,"Medium",null,null,170,200,"kg/m3",{"$f":"AVERAGE(K17,L17)","v":185},"Medium Columns",null,null,100,350,"kg/m3",{"$f":"AVERAGE(R17,S17)","v":225},"Large retaining walls",null,null,85,135,"kg/m3",{"$f":"AVERAGE(Y17,Z17)","v":110}]
[null,null,null,null,null,null,null,"Heavy",null,null,200,370,"kg/m3",{"$f":"AVERAGE(K18,L18)","v":285},"Heavy Columns",null,null,250,400,"kg/m3",{"$f":"AVERAGE(R18,S18)","v":325},"Water retaining walls in ground",null,null,85,135,"kg/m3",110]
["One way spanning",null,null,85,100,"kg/m3",92.5,"Heavy cantilever beams",null,null,null,300,"kg/m3",{"$f":"AVERAGE(K19,L19)","v":300},"Slab Columns",null,null,null,200,"kg/m3",{"$f":"AVERAGE(R19,S19)","v":200}]
["Two way spanning",null,null,100,145,"kg/m3",122.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Underground water storage tank",null,null,null,215,"kg/m3",215]
["Flat plates",null,null,115,130,"kg/m3",122.5]
["Heavy cantilever balances",null,null,null,160,"kg/m3",160,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Retaining walls tied at foot",null,null,null,150,"kg/m3",150]
[]
["EW Recommended Range",null,null,null,null,null,null,"EW Recommended Range",null,null,null,null,null,null,"EW Recommended Range",null,null,null,null,null,null,"EW Recommended Range"]
["Low ","High ",null,null,null,null,null,"Low ","High ",null,null,null,null,null,"Low ","High ",null,null,null,null,null,"Low ","High "]
[100,140,"kg/m3",null,null,null,{"$f":"AVERAGE(A26,B26)","v":120},120,250,"kg/m3",null,null,null,{"$f":"AVERAGE(H26,I26)","v":185},150,300,"kg/m3",null,null,null,{"$f":"AVERAGE(O26,P26)","v":225},80,120,"kg/m3",null,null,null,{"$f":"AVERAGE(V26,W26)","v":100}]
[]
[]
[]
["Mass Concrete",0]
["General Slab",110,null,null,"N/A"]
["Transfer Slab",150]
["Raft",115]
["Pile",80]
["General Beam",220]
["Ground Beam",230]
["Light Column",100]
["Medium Column",350]
["Heavy Column",400]
["General Wall",65]
["Retaining Wall",110]
["Precast Wall",40]
["Precast Plank",80]
["Precast Column",100]
["N/A",0]
["Custom 1",0]
["Custom 2",0]
["Custom 3",0]
["Custom 4",0]
["Custom 5",0]

{"sheet":"IStructE Revision tracker","index":16,"n_rows":10,"n_cols":10,"rows_kept":10,"cut":false,"hidden":true,"merged":[]}
["Version","Date","Author","Comments"]
[1,"2021-03-18","TH","Launch Version"]
[1.1000000000000001,"2021-04-30","TH / PG","User Guide: added note about incompatibility pre-2016 versions of Excel.\nProject Info: updated legal text.\nScheme: conditional formatting for reinforcement to ensure the cell is changed to red if the reinforcement rates are changed on the Custom Data sheet (previously only working for rows 13 to 27).\nLifecycle Material Data: Changed A4 values for precast from 0.005 to 0.032. Updated densities for plasterboard, intumescent paint.\nComparisons: fixed error when calculating the no. flights, vegans etc when comparing schemes."]
[1.2,"2022-01-14","TH/PG","B4 added, component lifespan added, temporary works & % temporary works wasted added. Sequestration chart on the comparisons sheet updated to reflect new approach in HTCEC Rev2. Lifecycle material data updated in line with HTCEC V2.0.",null,null,"1.2 WIP Changes"]
[2,"2022-01-22","TH/PG","Incorporated comments from Will Arnold's email dated 14/01/2022.",null,"Date","Author ","Task","Comments","Complete?"]
[null,null,null,null,null,"2021-10-14","TH","Component Lifsepan","Investigate how to enter custom value but also link to design life as default. Take percentage of timber seq?","WIP"]
[null,null,null,null,null,"2021-10-14","TH","Bricks & Blocks - typical A4 values. A4 for bricks and blocks based on a 100km travel distance.",null,"Y"]
[null,null,null,null,null,"2021-10-14","TH","Remove extra formulas","Currently unable to remove, reasearching. May need temporary macro to delete","WIP"]
[null,null,null,null,null,"2021-10-14","TH","Temp Works Columns","Input Y/N for temp works, allow input of temp works waste rate if set to Y - default 100%"]
[null,null,null,null,null,"16/"]