[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-662462-105":3,"detail-sidebar-cat-0-en-105":80,"doc-detail-662462-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":73,"head_meta":75,"extra_data":77,"updated_unix":79},105,"en","truss-transom-section-a-section-b-plan-25-tonne-loading-bay-typical-design-25-tonne-or-5kpa-loading-bay-uniform-distributed-load-udl-18mt-x-13mb","Truss Transom - SECTION A - SECTION B - PLAN-2.5 TONNE LOADING BAY - TYPICAL DESIGN - 2.5 Tonne Or 5kPa Loading Bay-Uniform Distributed Load (UDL) -1.8mT x 1.3mB","","Technical scaffold design drawing for a 2.5 tonne (or 5kPa) loading bay with uniform distributed load, including truss transom and plan sections. Provides section scaling at 1:50 for A3, specifies load categories such as access working lifts, additional lifts, hop-up brackets, wind loads in accordance with AS 1170.2, and calculated leg and tie loads. Includes foundations/support adequacy requirements, tying and bracing restrictions, tie spacing guidance, eccentricity tolerances referencing AS3610, and compliance responsibilities citing relevant Australian scaffold and structural standards.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/technology/","Technology",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/truss-transom-section-a-section-b-plan-25-tonne-loading-bay-typical-design-25-tonne-or-5kpa-loading-bay-uniform-distributed-load-udl-18mt-x-13mb/662462/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/truss-transom-section-a-section-b-plan-25-tonne-loading-bay-typical-design-25-tonne-or-5kpa-loading-bay-uniform-distributed-load-udl-18mt-x-13mb/662462.png","ImageObject",300,407,{"name":42,"@type":43},"Oliver","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":52,"interactionType":53,"userInteractionCount":22},"InteractionCounter",{"@type":54},"ViewAction",{"@type":56,"mainEntity":57},"FAQPage",[58,64,68],{"name":59,"@type":60,"acceptedAnswer":61},"What loading bay capacity and load type does the drawing specify?","Question",{"text":62,"@type":63},"It specifies a PLAN-2.5 TONNE LOADING BAY using a uniform distributed load (UDL) described as 2.5 tonne or 5kPa.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"Which standards are referenced for wind and load design?",{"text":67,"@type":63},"Wind loads are calculated in accordance with AS 1170.2, and leg loading tolerances reference AS3610.",{"name":69,"@type":60,"acceptedAnswer":70},"What restrictions apply to ties and bracing?",{"text":71,"@type":63},"No ties or braces are to be removed or altered without the scaffold company’s expressed written authority.","https://schema.org",{"og:url":32,"og:type":74,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":76,"canonical":32},"index,follow",{"doc_id":78,"site_id":7},662462,1793218045,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,104,109,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":88,"show_sort_weight":89,"slug":90},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":92,"show_sort_weight":93,"slug":94},"Exam",70,"exam",{"id":96,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},5,"Comic",60,"comic",{"id":101,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":102,"slug":103},6,50,"technology",{"id":105,"doc_module":4,"doc_module_name":25,"category_name":106,"show_sort_weight":107,"slug":108},7,"Healthcare",40,"healthcare",{"id":110,"doc_module":4,"doc_module_name":25,"category_name":111,"show_sort_weight":112,"slug":113},8,"Research & Report",30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":96,"slug":129},19,"General","general",{"code":4,"msg":81,"data":131},{"doc_id":78,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":101,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":22,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":22,"language":139,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":12,"update_tm":79,"read_time":30},8796095461610,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","| | Truss Transom ~~ ~~\u003Cbr>\u003Cbr>\u003Cbr>Plan Bracing \u003Cbr>\u003Cbr>2.4\u003Cbr>\u003Cbr>2.4 |  | | |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  | 1.8 1.8 1.8 |  |  |  |  |  |  |  |  |  |  |  |  |\n| |  | SECTION A\u003Cbr>SCALE 1:50 @ A3\u003Cbr>\u003Cbr>SECTION B\u003Cbr>SCALE 1:50 @ A3\u003Cbr>\u003Cbr>PLAN-2.5 TONNE LOADING BAY\u003Cbr>SCALE 1:50 @ A3 |  |  | Drawing Notes\u003Cbr>1. Scaffold Design Australia Copyright\u003Cbr>This drawing is the copyright of Scaffold Design Australia. No unauthorised copy, use or disclosure in full orin part is to be made.\u003Cbr>2. Loads\u003Cbr>Access Working Lifts 1  No. @ ....0...7.5  kN/m²\u003Cbr>Additional Lifts 1  No. @ ....0...7.5  kN/m²\u003Cbr>Hop-Up Brackets 1  No. @ ....0...7.5  kN/m²\u003Cbr>Wind Wind loads where applicable, have been calculated in accordance with AS 1170.2. Max. Design\u003Cbr>Wind Force   1...0  kN/m²\u003Cbr>3. Foundations/Support\u003Cbr>Where scaffolding equipment is supported, suspended, anchored or tied to an existing structure or the ground, the Client must ensure that the structure or ground is adequate to safely\u003Cbr>support the additional imposed loads.\u003Cbr>4. Tying & Bracing\u003Cbr>No ties or braces are to be removed or altered in any way without the expressed written authority from the scaffold company.\u003Cbr>5. Design Output\u003Cbr>This drawing should be read in conjunction with :-\u003Cbr>-\u003Cbr>............................................................................................................................................................................\u003Cbr>............................................................................................................................................................................\u003Cbr>Maximum calculated Leg Load =   1.2...0.... kN\u003Cbr>Lift positions and bracing frequency to be as shown.\u003Cbr>Maximum calculated Tie Load = ....6...0  kN\u003Cbr>Tie Type :- .- ..............................\u003Cbr>Tie spacing to be as shown on drawing.\u003Cbr>12. Eccentricity\u003Cbr>All legs are to be erected plumb and loaded concentrically to the general tolerances given in AS3610 .\u003Cbr>13. Responsibilities\u003Cbr>Wherever possible, risk is designed out of this proposal during the design process.\u003Cbr>13.1. Scaffold/Falsework/Formwork designed in accordance with AS1576 . 1, AS1576 . 2, AS1576 .3, AS1576 .4, AS1576 .5, AS1170 . 2, AS3610, AS6669, AS4100 .\u003Cbr>Scaffold Design Australia- |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | J |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | I |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | H |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | G |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | F |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | E |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | D |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | C |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | B |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | A | FIRST VERSION |  | 2 Oct 2016 | RT | - |  |  |\n|  |  |  |  |  |  | Index | Revision |  | Date | drawn: | checked: |  |  |\n|  |  |  |  |  |  | For Construction |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | Details: |  | SCAFFOLD COMPANY\u003Cbr>TYPICAL DESIGN\u003Cbr>2.5 Tonne Or 5kPa Loading Bay-Uniform Distributed Load (UDL) -1.8mT x 1.3mB Kwikstage Access Scaffold |  |  |  |  |  |\n|  |  |  |  |  |  | Drawn: |  | RT | Scaffold Design Australia Brisbane, QLD [admin@scaffolddesign.com.au](admin@scaffolddesign.com.au)[ ](admin@scaffolddesign.com.au)[0415655546-Reon Tareha](0415655546-Reon Tareha) |  |  |  |  |\n|  |  |  |  |  |  | Date: |  | 2 October 2016 |  |  |  |  |  |\n|  |  |  |  |  |  | Comments: |  | - |  |  |  |  |  |\n|  |  |  |  |  |  | Drawing-No.:\u003Cbr>T-LB01-A(2T-18TX13B) |  |  |  |  |  | A |  |","cbCaibzgDzprDXfw","https://ap.wps.com/l/cbCaibzgDzprDXfw","pdf",527691,"English","# Drawing Notes\n## Section A and Section B\n## Plan-2.5 Tonne Loading Bay\n## Loads\n## Foundations/Support\n## Tying & Bracing\n## Design Output and Tie Details\n## Eccentricity and Responsibilities","[{\"question\":\"What loading bay capacity and load type does the drawing specify?\",\"answer\":\"It specifies a PLAN-2.5 TONNE LOADING BAY using a uniform distributed load (UDL) described as 2.5 tonne or 5kPa.\"},{\"question\":\"Which standards are referenced for wind and load design?\",\"answer\":\"Wind loads are calculated in accordance with AS 1170.2, and leg loading tolerances reference AS3610.\"},{\"question\":\"What restrictions apply to ties and bracing?\",\"answer\":\"No ties or braces are to be removed or altered without the scaffold company’s expressed written authority.\"}]","Truss Transom - SECTION A - SECTION B - PLAN-2.5 TONNE LOADING BAY - TYPICAL DESIGN - 2.5 Tonne Or 5kPa Loading Bay-Uniform Distributed Load (UDL) -1.8mT x 1.3mB | PDF"]