[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-id-113":3,"doc-seo-183857-113":53,"doc-detail-183857-id":128},{"code":4,"msg":5,"data":6},0,"success",[7,13,17,21,25,29,33,37,41,45,49],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},55,"Document","Agama & Spiritualitas",60,"religion-spirituality",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":11,"slug":16},48,"Cerita & Novel","story-novel",{"id":18,"doc_module":4,"doc_module_name":9,"category_name":19,"show_sort_weight":11,"slug":20},56,"Gaya Hidup","lifestyle",{"id":22,"doc_module":4,"doc_module_name":9,"category_name":23,"show_sort_weight":11,"slug":24},51,"Komik","comic",{"id":26,"doc_module":4,"doc_module_name":9,"category_name":27,"show_sort_weight":11,"slug":28},53,"Layanan Kesehatan","healthcare",{"id":30,"doc_module":4,"doc_module_name":9,"category_name":31,"show_sort_weight":11,"slug":32},54,"Penelitian & Laporan","research-report",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":11,"slug":36},49,"Sastra","literature",{"id":38,"doc_module":4,"doc_module_name":9,"category_name":39,"show_sort_weight":11,"slug":40},52,"Teknologi","technology",{"id":42,"doc_module":4,"doc_module_name":9,"category_name":43,"show_sort_weight":11,"slug":44},50,"Ujian","exam",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":47,"show_sort_weight":11,"slug":48},57,"Umum","general",{"id":50,"doc_module":4,"doc_module_name":9,"category_name":51,"show_sort_weight":4,"slug":52},181,"Formulir","formulir",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":121,"head_meta":123,"extra_data":125,"updated_unix":127},113,"id","steel-rebar-quality-review","Tinjauan Kualitas Baja Tulangan","","Dokumen ini menyajikan tinjauan rinci mengenai kualitas baja tulangan, yang merinci hasil pengujian tarik dan lentur. Pengujian tarik menentukan kuat luluh (YS) dan kuat tarik (TS) baja, dengan spesifikasi minimum yang ketat untuk varian BjTS 420B. Misalnya, untuk diameter tulangan hingga 19mm, regangan dalam 200mm minimum adalah 14%, sementara untuk diameter yang lebih besar, persentase regangan sedikit menurun. Rasio TS/YS yang dihasilkan harus minimal 1,25, menunjukkan kekuatan dan ketahanan material. Pengujian lentur, di sisi lain, menilai fleksibilitas baja pada berbagai sudut (180° dan 90°) dan diameter tulangan yang berbeda, dengan persyaratan spesifik untuk setiap kondisi. Semua pengujian tampaknya memenuhi standar mutu yang berlaku, seperti yang ditunjukkan oleh tanda centang (√) pada kolom \"Setelah Perbaikan Memenuhi\". Dokumen ini juga mencakup informasi lokasi proyek di Kecamatan Karangmalang, Jawa Tengah, Indonesia, dan waktu pengujian pada 08/01/24 pukul 15:28 GMT +07:00, yang menunjukkan konteks penerapan kualitas baja tulangan di lapangan.",{"@graph":63,"@context":120},[64,81,103],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,72,75,78],{"item":68,"name":69,"@type":70,"position":71},"https://docshare.wps.com","Home","ListItem",1,{"item":73,"name":9,"@type":70,"position":74},"https://docshare.wps.com/id/document/",2,{"item":76,"name":31,"@type":70,"position":77},"https://docshare.wps.com/id/document/penelitian-laporan/",3,{"item":79,"name":59,"@type":70,"position":80},"https://docshare.wps.com/id/document/steel-rebar-quality-review/183857/",4,{"url":79,"name":59,"@type":82,"image":83,"author":88,"headline":59,"publisher":91,"fileFormat":94,"inLanguage":57,"description":61,"dateModified":95,"datePublished":96,"encodingFormat":94,"isAccessibleForFree":97,"interactionStatistic":98},"DigitalDocument",{"url":84,"@type":85,"width":86,"height":87},"https://docshare.wps.com/thumbnails/steel-rebar-quality-review/183857.png","ImageObject",300,407,{"name":89,"@type":90},"Anda","Person",{"url":68,"name":92,"@type":93},"DocShare","Organization","application/pdf","2026-09-20","2026-09-02",true,{"@type":99,"interactionType":100,"userInteractionCount":102},"InteractionCounter",{"@type":101},"ViewAction",5,{"@type":104,"mainEntity":105},"FAQPage",[106,112,116],{"name":107,"@type":108,"acceptedAnswer":109},"Apa saja parameter utama yang diuji dalam peninjauan kualitas baja tulangan ini?","Question",{"text":110,"@type":111},"Parameter utama yang diuji meliputi kuat luluh (YS), kuat tarik (TS), regangan dalam 200mm saat pengujian tarik, serta sudut lentur dan diameter tulangan saat pengujian lentur.","Answer",{"name":113,"@type":108,"acceptedAnswer":114},"Berapakah rasio TS/YS minimum yang disyaratkan untuk baja tulangan yang diuji?",{"text":115,"@type":111},"Rasio TS/YS minimum yang disyaratkan adalah 1,25.",{"name":117,"@type":108,"acceptedAnswer":118},"Informasi apa saja yang disertakan terkait lokasi dan waktu pengujian?",{"text":119,"@type":111},"Dokumen ini mencantumkan lokasi proyek di Kecamatan Karangmalang, Jawa Tengah, Indonesia, dan waktu pengujian pada 08/01/24 pukul 15:28 GMT +07:00.","https://schema.org",{"og:url":79,"og:type":122,"og:title":59,"og:site_name":92,"og:description":61},"article",{"robots":124,"canonical":79},"index,follow",{"doc_id":126,"site_id":56},183857,1788354208,{"code":4,"msg":5,"data":129},{"doc_id":126,"user_id":130,"nickname":89,"user_avatar":131,"doc_module":4,"category_id":30,"category_name":31,"doc_title":59,"doc_description":61,"doc_content":132,"file_id":133,"file_url":134,"file_type":135,"file_size":136,"view_count":102,"is_deleted":4,"is_public":71,"is_downloadable":71,"audit_status":71,"page_count":137,"language":138,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":139,"faqs":140,"seo_title":141,"seo_description":61,"update_tm":127,"read_time":142},962075006959,"https://ap-avatar.wpscdn.com/avatar/e0002397efbe92a78e?_k=1776741047341049297","| No | Kondisi\u003Cbr>Eksisting | Standar\u003Cbr>Mutu yang\u003Cbr>Berlaku | Setelah\u003Cbr>Perbaikan\u003Cbr>Memenuhi\u003Cbr>(√)/Tidak\u003Cbr>Memenuhi (X) |\n| --- | --- | --- | --- |\n| 3.1 | K1 | K2 | (√) |\n| 3.2 | B1 | B2 | (√) |\n| 3.3 | T1 | T2 | (√) |\n| 3.4 | J1 | J2 | (√) |\n| 3.5 | P1 | P2 | (√) |\n| 3.6 | C1 | C2 | (√) |\n\n|  | | |\n| --- | --- | --- |\n|  |  | Concrete Spacerr |\n| \u003Cbr>|  |  |\n\n| | \u003Cbr>\u003Cbr>|  |\n| --- | --- | --- |\n| \u003Cbr>\u003Cbr>Relat |  |  |","cbCaikZAdeOmxv6U","https://ap.wps.com/l/cbCaikZAdeOmxv6U","pdf",908415,10,"Indonesian","# Laporan Pengujian Baja Tulangan\n## Hasil Pengujian Tarik\n## Hasil Pengujian Lentur\n## Informasi Proyek","[{\"question\":\"Apa saja parameter utama yang diuji dalam peninjauan kualitas baja tulangan ini?\",\"answer\":\"Parameter utama yang diuji meliputi kuat luluh (YS), kuat tarik (TS), regangan dalam 200mm saat pengujian tarik, serta sudut lentur dan diameter tulangan saat pengujian lentur.\"},{\"question\":\"Berapakah rasio TS/YS minimum yang disyaratkan untuk baja tulangan yang diuji?\",\"answer\":\"Rasio TS/YS minimum yang disyaratkan adalah 1,25.\"},{\"question\":\"Informasi apa saja yang disertakan terkait lokasi dan waktu pengujian?\",\"answer\":\"Dokumen ini mencantumkan lokasi proyek di Kecamatan Karangmalang, Jawa Tengah, Indonesia, dan waktu pengujian pada 08/01/24 pukul 15:28 GMT +07:00.\"}]","Tinjauan Kualitas Baja Tulangan | PDF",15]