[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649378-105":59,"doc-detail-649378-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","steel-grades-design-notes-structural-members-dimensions-building-class-design-wind-speed","Steel Grades - Design Notes & Structural Members - Dimensions, Building Class, Design Wind Speed","","Engineering design notes specifying project-only applicability, reading drawings alongside architectural and consultant documents, and referring discrepancies to the engineer. Defines general material and workmanship compliance with current SAA codes, stability requirements during construction, and issuer rights to alter designs. Provides structural steel grade selections for beams, channels, angles, welded sections, plates, slabs, slabs mesh, and cable bracing, plus key dimensional data, building class 10a, and design wind speed calculation yielding 47.11 m/s.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/steel-grades-design-notes-structural-members-dimensions-building-class-design-wind-speed/649378/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/steel-grades-design-notes-structural-members-dimensions-building-class-design-wind-speed/649378.png","ImageObject",300,407,{"name":92,"@type":93},"8796093062539","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-26","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":14},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"How should these drawings be used during the project?","Question",{"text":112,"@type":113},"The drawings apply to the project only and must be read together with architectural drawings, other consultants’ drawings, specifications, and any written instructions issued during the project. Any discrepancy should be referred to the engineer before proceeding.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What are the stability and construction requirements stated in the notes?",{"text":117,"@type":113},"The structure must be maintained in a stable condition, and no part must be overloaded during construction. Temporary bracing must be designed and provided by the contractor(s) to keep building works and excavations stable at all times.",{"name":119,"@type":110,"acceptedAnswer":120},"What design wind speed value is provided, and how is it obtained?",{"text":121,"@type":113},"The design wind speed is given as 47.11 m/s. It is calculated from Vdesign = VR x Mc x Md x (Mz,Cat x Ms x Mt), and the provided substitution yields 47.11 m/s.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},649378,1793016482,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":66,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":14,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":138,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":143,"read_time":144},8796093062539,"| General Notes |  | Steel Grades |  | Design Notes & Structural Members |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| G01 The Design and Details shown in these Drawings are applicable to this Project only.\u003Cbr>G02 These Drawings shall be read in conjunction with all Architectural Drawings, other Consultants' Drawings, Specifications and such other Written Instructions as may be issued during the course of the Project. Any discrepancy shall be referred to the Engineer before proceeding with the work.\u003Cbr>G03 All Materials and Workmanship shall be in accordance with the relevant and current SAA Codes and Authorities Except where varied by the Project Specifications.\u003Cbr>G04 The Structure must be maintained in a stable condition and no part must be overloaded during construction. Temporary bracing must be designed and provided by the contractor(s) to keep the building works and excavations stable at all times.\u003Cbr>G05 The Issuer of these Designs reserves the right to alter Specifications and Designs as it may see fit without prior notification or penalty.\u003Cbr>G06 The Structure has not been designed for snow loads.\u003Cbr>G07 Connections may require on-site drilling by the contractor(s) . |  | 300 PLUS Universal Beams & Columns, Parallel Flange Channels, Large Angles to AS/NZS3679 .1\u003Cbr>250 Flats, Small Angles, Taper Flange Beams & Columns to AS/NZS3679.1\u003Cbr>300 Welded Sections to AS/NZS3679 .2\u003Cbr>250 Hot Rolled Plates, Floor Plates & Slabs to AS/NZS3678\u003Cbr>250 Hollow Sections to AS1163 . Circular Sections less than 165mm Outside Diameter. Sections other than the above\u003Cbr>G450-G550 Cold Form AS4600 . Unless noted otherwise, all purlins, plates & brackets are G450 .\u003Cbr>G500 Slab mesh and deformed reinforcement bars.\u003Cbr>G2070 AS2841 . Galvanized Steel Wire Strand. Unless noted otherwise, all Cable Bracing is G2070 . |  | Dimensions |  | 7200 x 13200 x 2400 |  |  |  |\n|  |  |  |  | Building Class |  | 10a |  |  |  |\n|  |  |  |  | Design Wind Speed |  | 47.11 m/s |  |  |  |\n|  |  |  |  | Columns C |  | 100x100x3 Grade C450L0 |  |  |  |\n|  |  |  |  | Rafters R |  | C15019 G450 |  |  |  |\n|  |  |  |  | Purlins P |  | C15012 G500 |  |  |  |\n|  |  |  |  | Fascia Beams FB |  | C15012 G500 |  |  |  |\n|  |  |  |  | Eave Beams EB |  | C15012 G500 |  |  |  |\n|  |  |  |  | Eave Purlins EP |  | C15012 G500 |  |  |  |\n|  |  |  |  | Purlin Bridging |  | TH22x0 .40 G550 |  |  |  |\n|  |  |  |  | Footings |  | Cast In |  |  |  |\n|  |  |  |  | All Brackets |  | 3.0 mm G450 |  |  |  |\n|  |  | ™ ™\u003Cbr>Australian Standard & Australian/New Zealand Standard Adopted |  | Technical Data |  | Page 26 |  |  |  |\n|  |  | AS 1111.1 ISO Metric Hexagon Bolts and Screws – Product Grade C Part 1: Bolts\u003Cbr>AS/NZS 1163 Cold-formed Structural Steel Hollow Sections\u003Cbr>AS/NZS 1170.0 Structural Design Actions-Part 0: General Principles\u003Cbr>AS/NZS 1170.1 Structural Design Actions-Part 1: Permanent, Imposed & Other Actions\u003Cbr>AS/NZS 1170.2 Structural Design Actions-Part 2: Structural Design, Wind Actions AS/NZS 1170.4 Structural Design Actions-Part 4: Earthquake Actions in Australia\u003Cbr>AS 1252 Structural Assemblies AS/NZS 1554 Structural Steel Welding\u003Cbr>AS 4100 Steel Structures\u003Cbr>AS/NZS 4600 Cold-formed Steel Structures AS/NZS 4671 Steel Reinforcing Materials\u003Cbr>AS/NZS 4680 Hot-dip Galvanized (Zinc) Coatings on Fabricated Ferrous Articles |  |  |  |  |  |  |  |\n| Foundation Notes |  |  |  |  |  |  |  |  |  |\n| F01 Foundations have been designed assuming an allowable bearing capacity of\u003Cbr>100 kPa.\u003Cbr>F02 The Owner is advised to obtain a Geotechnical Report and/or Site Foundation Report to confirm F01 above.\u003Cbr>F03 Footings shall be located centrally under walls and columns unless noted otherwise.\u003Cbr>F04 All Footings to be founded a minimum of 400 mm into Natural Ground. Do not Found Footings in uncontrolled fill.\u003Cbr>F05 Engineer to be contacted if Foundation Conditions vary from F01 above. |  |  |  |  |  |  |  |  |  |\n| Steelwork Notes |  |  |  | ","cbCait4cZSIxeEJS","https://ap.wps.com/l/cbCait4cZSIxeEJS","pdf",1867536,26,"English","# General Notes\n# Steel Grades\n# Design Notes & Structural Members\n# Dimensions and Site Parameters\n# Technical Data (Standards Adopted)\n# Foundation Notes\n# Steelwork Notes","[{\"question\":\"How should these drawings be used during the project?\",\"answer\":\"The drawings apply to the project only and must be read together with architectural drawings, other consultants’ drawings, specifications, and any written instructions issued during the project. Any discrepancy should be referred to the engineer before proceeding.\"},{\"question\":\"What are the stability and construction requirements stated in the notes?\",\"answer\":\"The structure must be maintained in a stable condition, and no part must be overloaded during construction. Temporary bracing must be designed and provided by the contractor(s) to keep building works and excavations stable at all times.\"},{\"question\":\"What design wind speed value is provided, and how is it obtained?\",\"answer\":\"The design wind speed is given as 47.11 m/s. It is calculated from Vdesign = VR x Mc x Md x (Mz,Cat x Ms x Mt), and the provided substitution yields 47.11 m/s.\"}]","Steel Grades - Design Notes & Structural Members - Dimensions, Building Class, Design Wind Speed | PDF",1792799617,66]