[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663020-105":59,"doc-detail-663020-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","asa-rebar-system-standard-bar-bends","asa - REBAR SYSTEM - STANDARD BAR BENDS","","“ASA/REBAR SYSTEM STANDARD BAR BENDS” provides standardized rebar bend and hook types with schematic and isometric views. It defines common dimensional conventions for measuring from bar outside to outside, specifies diameter “D” applicability across bends and hooks, and explains when dimensions like “H,” “J,” and “K” must be shown or constrained. Notes include rules for 180°/135° bends, truss bar hook dimension relationships, tolerance and fabrication guidance, and references for recommended diameters using CRSI or ACI tables, covering bend types 1–32 and stirrup/spiral notes for practical detailing.",{"@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":30,"@type":76,"position":81},"https://docshare.wps.com/document/technology/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/asa-rebar-system-standard-bar-bends/663020/",{"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/asa-rebar-system-standard-bar-bends/663020.png","ImageObject",300,407,{"name":92,"@type":93},"Rizky","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":8},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What does “D” represent in the standard bar bend dimensions?","Question",{"text":112,"@type":113},"Unless otherwise noted, diameter “D” is the same for all bends and hooks on a bar.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"When must the “H” and “K” dimensions be shown?",{"text":117,"@type":113},"When the slope differs from 45°, both “H” and “K” must be shown.",{"name":119,"@type":110,"acceptedAnswer":120},"How are dimensions measured for standard 180° and 135° bends?",{"text":121,"@type":113},"All dimensions are out-to-out of the bar except “A” and “G” on standard 180° and 135° configurations.","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},663020,1793224528,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":29,"category_name":30,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":8,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":14,"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":24},962085564807,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","| 5270 LOGAN FERRY ROAD  \u003Cbr>asa/REBAR SYSTEM  \u003Cbr>MURRYSVILLE,PA 15668  \u003Cbr>Applied Systems Associates,Inc.  \u003Cbr>STANDARD BAR BENDS  \u003Cbr>PHONE (724)733-8700   |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| B   | G  \u003Cbr>B   |  | ④   |  | ⑥   |\n|  | ⑧  \u003Cbr>B   | ⑨   | ⑩   |  |  |\n| ⑬   | ⑭   | ⑮   |  |  | ⑰   |\n| ⑧  \u003Cbr>B   |  | ②◎   | ②   | 22   | ②3   |\n| ②4  \u003Cbr>G   | ②5  \u003Cbr>ISOMETRIC VIEW   | 26  \u003Cbr>ISOMETRIC VIEW   |  | 28   | 29   |\n|  | ③1   | 32   |  |  |  |\n| NOTES:  \u003Cbr>6.Unless otherwise noted,DIAMETER\"D\"is the same for all bends and hooks on abar.  \u003Cbr>1.aSa Standard Bar Bends include only Types 1-32,T1-T16,and S1-S15.  \u003Cbr>7.Where slope differs from 45°dimensions,\"H\"and“K”must be shown.  \u003Cbr>2.All dimensions are out-to-out of bar except“A”and\"G\"on standard 180°and 135°  \u003Cbr>8.Where bars are to be bent more accurately than standard bending tolerances,bend-  \u003Cbr>hooks.  \u003Cbr>ing dimensions which require closer fabrication should have limits indicated.  \u003Cbr>3.“J”dimension on 180°hooks to be shown only where necessary to restrict hook size  \u003Cbr>9.Figures in circles show types.  \u003Cbr>otherwise standard hooks are to be used.  \u003Cbr>10.For recommended diameter \"D\",of bends,hooks,etc.,see CRSI or ACI tables.  \u003Cbr>4.Where\"J\"is not shown,\"J\"will be kept equal to or less than \"H\"on truss bars.  \u003Cbr>11.Type S1-S15,T1-T16 apply to bar sizes \\#3 through \\#8.  \u003Cbr>Where “J”can exceed“H”,it should be shown.  \u003Cbr>12.“J\"dimension on type T14,T16 is assumed to be equal to“K”if not specified.  \u003Cbr>5.\"H\"dimension stirrups to be shown where necessary to fit within concrete.  \u003Cbr>5-88   |  |  |  |  |  |\n\nForm \\#011 Copyright 1984  \n\n| 5270 LOGAN FERRY ROAD  \u003Cbr>asa/REBAR SYSTEM  \u003Cbr>MURRYSVILLE,PA 15668  \u003Cbr>Applied Systems Associates,Inc.  \u003Cbr>STANDARD BAR BENDS  \u003Cbr>PHONE (724)733-8700   |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  | G  \u003Cbr>H  \u003Cbr>B  \u003Cbr>S3   | s4   | S⑤   | S6   |  | ⑤8   | c⁰  \u003Cbr>⑤   |  |\n|  |  | S13   | o   |  |  | S15   |  |  |  |\n|  |  | 0  \u003Cbr>CIRC  \u003Cbr>T3   |  | B G  \u003Cbr>T5   | T6   | T7   | T8   | T   | TIO   |\n|  | T12   | T13   |  |  |  | T17   |  |  |  |\n| SPIRAL NOTES:  \u003Cbr>H  \u003Cbr>J·TURNS AT F′SPACING.  \u003Cbr>K=EXTRA TURNS(HALF T年B.).  \u003Cbr>PLAIN SPIRAL WITH  \u003Cbr>SPACERS LOOSE.  \u003Cbr>PLAIN SPIRAL WITH  \u003Cbr>SPACERS MOUNTED.   |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |\n| NOTES:  \u003Cbr>6.Unless otherwise noted,DIAMETER\"D\"is the same for all bends and hookson a bar.  \u003Cbr>1.aSa Standard Bar Bends include only Types 1-32,T1-T16,and S1-S15.  \u003Cbr>7.Where slope differs from 45°dimensions,\"H\"and\"K\"must be shown.  \u003Cbr>2.All dimensions are out-to-out of bar except“A”and\"G\"on standard 180°and 135°  \u003Cbr>8.Where bars are to be bent more accurately than standard bending tolerances,bend-  \u003Cbr>hooks.  \u003Cbr>ing dimensions which require closer fabrication should have limits indicated.  \u003Cbr>3.“J”dimension on 180°hooks to be shown only where necessary to restrict hook size,  \u003Cbr>9.Figures in circles show types.  \u003Cbr>otherwise standard hooks are to be used.  \u003Cbr>10.For recommended diameter\"D\",of bends,hooks,etc.,see CRSI or ACI tables.  \u003Cbr>4.Where“J\"is not shown,\"J”will be kept equal to or less than \"H\"on truss bars.  \u003Cbr>11.Type S1-S15,T1-T16 apply to bar sizes \\#3 through \\#B.  \u003Cbr>Where“J”can exceed“H”,it should be shown.  \u003Cbr>12.“J\"dimension on type T14,T16 is assumed to be equal to\"K”if not specified.  \u003Cbr>5.“H”dimension stirrups to be shown where necessary to fit within concrete.  \u003Cbr>5-88   |  |  |  |  |  |  |  |  |  |\n\nForm \\#011 Copyright ◎ 1984","cbCairwFEoB4sANn","https://ap.wps.com/l/cbCairwFEoB4sANn","pdf",1211769,"English","# Standard Bar Bends\n## Notes and Dimensional Rules\n## Spiral Notes","[{\"question\":\"What does “D” represent in the standard bar bend dimensions?\",\"answer\":\"Unless otherwise noted, diameter “D” is the same for all bends and hooks on a bar.\"},{\"question\":\"When must the “H” and “K” dimensions be shown?\",\"answer\":\"When the slope differs from 45°, both “H” and “K” must be shown.\"},{\"question\":\"How are dimensions measured for standard 180° and 135° bends?\",\"answer\":\"All dimensions are out-to-out of the bar except “A” and “G” on standard 180° and 135° configurations.\"}]","asa - REBAR SYSTEM - STANDARD BAR BENDS | PDF"]