[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-665020-105":59,"doc-detail-665020-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","15m-18m-surface-eurodeck-civil-details-revision-b","15m & 18m Surface Eurodeck - Civil Details - Revision B","","Technical civil engineering drawing detailing foundation notes and load-cell base plate requirements for a surface weighbridge system. Includes dimensions and loads for multiple weighbridge sizes, first-angle projection layout, and specific construction guidance such as avoiding air pockets, ensuring plate levelness within ±2mm, and using a hole ø30 to aid air expulsion during concrete placement. Revision history and drawing metadata are provided, with copyright confidential notice.",{"@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/15m-18m-surface-eurodeck-civil-details-revision-b/665020/",{"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/15m-18m-surface-eurodeck-civil-details-revision-b/665020.png","ImageObject",300,407,{"name":92,"@type":93},"A glass of water","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What are the key foundation requirements for the load cell base plates?","Question",{"text":112,"@type":113},"The drawing specifies that concrete pad foundations must suit ground conditions and that the top of all load cell base plates must be level within ±2mm. It also emphasizes avoiding air pockets beneath the plates and includes a ø30 hole to aid air expulsion during concrete pouring.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How is the load applied in the system described by the drawing?",{"text":117,"@type":113},"Loads are applied vertically down onto the load cell base plates at 6 locations. The table provides the magnitude of load for each load cell base plate based on the selected dimensions.",{"name":119,"@type":110,"acceptedAnswer":120},"What does the revision information indicate?",{"text":121,"@type":113},"The drawing lists revision entries, with Revision B described as a new border and general update, including associated drawn/checked/approved personnel and dates.","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},665020,1793285675,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":8,"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":129,"read_time":81},962090760832,"https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","|  |\n| --- |\n\n\n| DIMENSIONS AND LOADS   |  |  |  |  |  |  | FIRST ANGLE PROJECTION   | A1  \u003Cbr>SHEET  \u003Cbr>SIZE   |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| WEIGHBRIDGE  \u003Cbr>SIZE   | LOAD(kg)   | DIM Z   | DIM Y   | DIM W   | DIM V   |  |  |  |  |\n|  |  |  |  |  |  | FOUNDATION NOTES:  \u003Cbr>1.  THIS IS NOT A CONSTRUCTION DRAWING  \u003Cbr>CONCRETE PAD FOUNDATIONS ARE TO B  \u003Cbr>GROUND CONDITIONS AND/OR CLIENTS  \u003Cbr>REQUIREMENTS.SEE CIVIL ENGINEERING  \u003Cbr>DRAWINGS FOR FULL CONSTRUCTION DET  \u003Cbr>FOUNDATIONS TO BE APPROXIMATELY 50  \u003Cbr>2.  \u003Cbr>THICK DEPENDANT ON GROUND CONDITIO  \u003Cbr>MINIMUM 35N/mm²CONCRETE DESIGNED  \u003Cbr>RECEIVE A VERTICAL LOAD ON EACH OF   \u003Cbr>LOAD CELL BASE PLATES MARKED 'A'.  \u003Cbr>MAGNITUDE OF LOAD AS SPECIFIED IN T  \u003Cbr>DIMENSIONS &LOADS TABLE.   |  |  |  |\n| 15m ×3.0m   | 13000   | 3040   | 2200   | 7166   | 15040   |  |  |  |  |\n| 15m ×3.2m   |  | 3240   | 2400   |  |  |  |  |  |  |\n| 15m ×3.5m   |  | 3540   | 2700   |  |  |  |  |  |  |\n| 18m ×3.0m   |  | 3040   | 2200   | 8666   | 18040   |  |  |  |  |\n| 18m ×3.2m   |  | 3240   | 2400   |  |  |  |  |  |  |\n| 18m ×3.5m   |  | 3540   | 2700   |  |  |  |  |  |  |\n\n\n|  |  |  | COPYRIGHT  \u003Cbr>CONFIDENTIAL AND NOT TO  \u003Cbr>BE COPIED OR SHOWN TO  \u003Cbr>ANY THIRD PARTIES   |\n| --- | --- | --- | --- |\n|  |  |  |  |\n\n.  \nE  \nCONSTRUCTED TO THE CIVIL ENGINEERS DESIGN  \nTO SUIT SITE CONDITIONS.FOUNDATION DETAILS  \nON THIS DRAWING CAN BE AMENDED TO SUIT  \nAILS.  \n0mm  \nNS.  \n TO  \nTHE  \nHE  \nLOAD CELL BASE PLATES(MARKED 'A'):  \n3.   IT IS EXTREMELY IMPORTANT TO AVOID ANY AIR  \nPOCKETS BEING FORMED UNDER THE LOAD CELL  \nBASE PLATES  \n4.   THE TOPS OF ALL LOAD CELL BASE PLATES ARE  \nTO BE LEVEL TO +/-2mm  \n1 HOLE ø30 TO AID EXPULSION  \nOF AIR WHEN PLATES ARE  \nBEING LAID /CONCRETE IS  \nPOURED.  \nPLATE 'A’DETAIL  \nTYPICAL 6 PLACES  \nTYPICAL SECTION THROUGH SURFACE WEIGHBRIDGE                            \nSUPPLIED BY WEIGHTRON  \n:  \n5.END FRAMES ×2 ARE INCLUDED IN WEIGHTRON’s  \nSUPPLY  \n6.  LOAD CELL BASE PLATES(DETAIL 'A')×6 ARE  \nINCLUDED IN WEIGHTRON's SUPPLY  \nLOADS:  \n7.  LOADS AS SPECIFIED IN THE 'DIMENSIONS AND  \nLOADS'TABLE ACT VERTICALLY DOWN ONTO THE  \nLOAD CELL BASE PLATES IN 6 LOCATIONS.  THE  \nFIGURE STATED IN THE TABLE IS PER LOAD CELL  \nBASE PLATE.  \n\n| DIMS IN mm   | NAME   | DATE   |\n| --- | --- | --- |\n| DRAWN BY:   | MG   | 19.08.15   |\n| CHECKED BY:   | DJ   | 20.08.15   |\n| APPROVED BY:   | ER   | 20.08.15   |\n| SCALE:   | NTS   |  |\n\nTitan Works,Broombank Road,Chesterfield  \nTrading Estate,Chesterfield,England.S419QJ  \n\n| Tel:01246260062 Fax:01246260844   |\n| --- |\n\n\n| STANDARD DESIGN  \u003Cbr>CLIENT   |  |\n| --- | --- |\n| TITLE 15m &18m SURFACE EURODECK  \u003Cbr>CIVIL DETAILS   |  |\n| DRG No  \u003Cbr>EUR-S-15+18   | REV  \u003Cbr>B   |\n\n\n|  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |\n|  |  |  |  |  |  |\n|  |  |  |  |  |  |\n| B   | NEW BORDER.GENERAL UPDATE.   | MG   | DJ   | ER   | 19.08.15   |\n| A   | FIRST ISSUE   | SGW   | MS   | MS   | 15.04.11   |\n| REV.   | MODIFICATIONS   | DRAWN   | CHKD.   | APPD.   | DATE   |","cbCaifTl7yy4b2UG","https://ap.wps.com/l/cbCaifTl7yy4b2UG","pdf",157816,"English","# Dimensions and Loads\n## Foundation Notes\n# Load Cell Base Plate Details","[{\"question\":\"What are the key foundation requirements for the load cell base plates?\",\"answer\":\"The drawing specifies that concrete pad foundations must suit ground conditions and that the top of all load cell base plates must be level within ±2mm. It also emphasizes avoiding air pockets beneath the plates and includes a ø30 hole to aid air expulsion during concrete pouring.\"},{\"question\":\"How is the load applied in the system described by the drawing?\",\"answer\":\"Loads are applied vertically down onto the load cell base plates at 6 locations. The table provides the magnitude of load for each load cell base plate based on the selected dimensions.\"},{\"question\":\"What does the revision information indicate?\",\"answer\":\"The drawing lists revision entries, with Revision B described as a new border and general update, including associated drawn/checked/approved personnel and dates.\"}]","15m & 18m Surface Eurodeck - Civil Details - Revision B | PDF"]