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It outlines technical parameters including bolt requirements, anchor specifications utilizing HILTI HIT-HY 200-R V3 adhesive anchors for concrete wall connections, and geometric properties like depth, width, web and flange thickness, and weights. Prepared by designer Ahmad Ayyad, the sheets detail essential construction elements to ensure structural integrity for the station infrastructure project, providing precise metrics for engineering implementation and site execution.",{"@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/research-report/","Research & 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is the primary objective of the structural drawings?","Question",{"text":62,"@type":63},"The drawings provide the design plan for the structural strengthening and supporting system for the J Station in Jerusalem.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What types of steel sections are specified in the document?",{"text":67,"@type":63},"The document specifies UPE 300 and HEA 260 steel sections, providing their respective dimensions and weights.",{"name":69,"@type":60,"acceptedAnswer":70},"What anchoring method is described for the concrete wall connection?",{"text":71,"@type":63},"The design utilizes M16 HILTI anchors with HIT-HY 200-R V3 adhesive for connecting components to the 30 cm concrete wall.","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},651033,1792857784,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & 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\nSECTION A-A    \n\n|  |  |  |  |\n| --- | --- | --- | --- |\n|  |  |  |  |\n|  |  |  |  |\n| |  |  |  |\n| Project name : STATION J |  |  |  |\n| Design plan |  |  |  |\n| Design By : Ahmad Ayyad |  |  |  |\n| Scale:\u003Cbr>1:100\u003Cbr>1:50 | Date:\u003Cbr>28/Dec/2022 | Drawn:\u003Cbr>ISZ | Checked:\u003Cbr>AA |\n| ST-02 |  |  |  |\n\n\n| 3 M 16\u003Cbr>Ø18 HOLES\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>PL 10.0 mm\u003Cbr>UPE 300\u003Cbr>\u003Cbr>DETAIL A-1 | \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>UPE 300\u003Cbr>\u003Cbr>\u003Cbr>DETAIL A-2 |\n| --- | --- |\n| \u003Cbr>X\u003Cbr>2 M 16 HILTI ANCHORED\u003Cbr>\u003Cbr>\u003Cbr>UPE 300 \u003Cbr>\u003Cbr>HIT-HY 200-R V3\u003Cbr>UPE 300\u003Cbr>\u003Cbr>ADHESIVE ANCHOR\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>P,CONCRETE WALL  30 cm\u003Cbr>\u003Cbr>\u003Cbr>DETAIL B-1 | \u003Cbr>\u003Cbr>DETAIL B-2 |\n| UPE 300\u003Cbr>Depth\u003Cbr>Width Web thickness Flange thickness Root Fillet Radius Depth of Straight portion of Web\u003Cbr>Weight\u003Cbr>h\u003Cbr>b\u003Cbr>tw\u003Cbr>tf\u003Cbr>r1\u003Cbr>d\u003Cbr>G\u003Cbr>300 mm\u003Cbr>100 mm 9.5 mm 15 mm\u003Cbr>15 mm 240 mm\u003Cbr>44.4 kg/m\u003Cbr>| HEA 260\u003Cbr>Depth h 250 mm\u003Cbr>Width b 260 mm\u003Cbr>Web thickness tw 7.5 mm\u003Cbr>Flange thickness tf 12.5 mm\u003Cbr>Root Fillet Radius r1 24 mm\u003Cbr>Depth of Straight d 177 mm\u003Cbr>portion of Web\u003Cbr>Weight G 68.2 kg/m\u003Cbr>|\n\n\n|  |  |  |  |\n| --- | --- | --- | --- |\n|  |  |  |  |\n|  |  |  |  |\n| |  |  |  |\n| Project name : STATION J |  |  |  |\n| DETAILS |  |  |  |\n| Design By : Ahmad Ayyad |  |  |  |\n| Scale:\u003Cbr>1:100\u003Cbr>1:50 | Date:\u003Cbr>28/Dec/2022 | Drawn:\u003Cbr>ISZ | Checked:\u003Cbr>AA |\n| ST-03 |  |  |  |","cbCaiskcIYd5MjVO","https://ap.wps.com/l/cbCaiskcIYd5MjVO","pdf",1194424,"English","# Structural Drawings Documents\n## Design Overview\n## Technical Specifications and Component Details\n## Structural Section Details","[{\"question\":\"What is the primary objective of the structural drawings?\",\"answer\":\"The drawings provide the design plan for the structural strengthening and supporting system for the J Station in Jerusalem.\"},{\"question\":\"What types of steel sections are specified in the document?\",\"answer\":\"The document specifies UPE 300 and HEA 260 steel sections, providing their respective dimensions and weights.\"},{\"question\":\"What anchoring method is described for the concrete wall connection?\",\"answer\":\"The design utilizes M16 HILTI anchors with HIT-HY 200-R V3 adhesive for connecting components to the 30 cm concrete wall.\"}]","Annex-II-Drawings - Structural Strengthening and Supporting System for J Station Jerusalem | PDF"]