[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-664926-105":59,"doc-detail-664926-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","design-considerations-requirements-construction-structural-and-peb-design-criteria","DESIGN CONSIDERATIONS & REQUIREMENTS - Construction Structural and PEB Design Criteria","","Design considerations and requirements for a structural steel Pre-Engineered Building (PEB) with RCC footing, pedestals and columns. The document specifies fabrication requirements with no site fabrication, building envelope block/brick walls, openings, ventilation with weld mesh, electrical works, roof turbo ventilators and rainwater down-taking. It sets soil investigation and foundation design needs, mandates IS codes for RCC and loads (IS 456-2000, IS 875, IS 1893), includes expansion joints per IS 3414, horizontal resistance through moment frames and/or shear walls, and design for EOT crane provisions, with proof checking by reputed government institutes.",{"@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/design-considerations-requirements-construction-structural-and-peb-design-criteria/664926/",{"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/design-considerations-requirements-construction-structural-and-peb-design-criteria/664926.png","ImageObject",300,407,{"name":92,"@type":93},"Aurelia","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},"Is site fabrication allowed for the PEB steel structure?","Question",{"text":112,"@type":113},"No site fabrication is allowed. The steel structure must be fabricated in a factory under controlled atmosphere as per standards.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which IS standards are referenced for RCC design criteria and load calculations?",{"text":117,"@type":113},"RCC design criteria and permissible stresses follow the latest version of IS:456-2000. Load design uses IS 875 (Parts 1 to 5) and earthquake provisions use IS 1893 (latest version).",{"name":119,"@type":110,"acceptedAnswer":120},"How is proof checking handled for the contractor’s design work?",{"text":121,"@type":113},"The contractor must design and submit complete structural drawings and calculations, including soft copies and two sets of hard copies for proof checking. Proof check should be done through government institutes such as IITs/NITs/IISc, and corrected final submissions are then required.","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},664926,1793279535,{"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":24,"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":143},1099514068365,"https://ap-avatar.wpscdn.com/avatar/10000253d8d9f28188e?_k=1776742907772140068","DESIGN CONSIDERATIONS & REQUIREMENTS  \n1. The PEB will be made from rolled structural steel fabrication with RCC footing, pedestals & columns with eve height as 5.0 Mtrs, Crane girder for 2 Ton crane with suitable support and block work masonry all-round the building superstructure masonry wall upto 1.00 Mtrs height. The steel structure shall be of Pre-Engineered Building system, and all fabrication shall be done factory with controlled atmosphere as per standards (No site fabrication is allowed) . The building shall be provided with allround Block/Brick wall, required door opening, required ventilator opening with weld mesh covering, electrical work, roof turbo ventilator, rainwater down taking system etc.  \nThe tenderers shall visit the site and acquaint themselves with the conditions of the site prior to submission of tenders and no claims will be entertained later on the grounds of ignorance  \n2. Soil investigation and submission of report for economical & sound design of foundation, Structural members and PEB Structure.  \n3. All concrete to be used /prepared at site shall be Design Mix concrete/ RMC as per mix design approved by Engineer-in-charge.  \n4. Design criteria of RCC structural units shall conform to the Design requirements of Latest Version of IS:456-2000.  \n5. IS marked TMT bars of various grades shall be procured for works.  \n6. The permissible stresses for plain and reinforced concrete shall be in accordance with the requirements of Latest Version of IS:456-2000.  \n7. Basic load calculations shall be provided for all values of loads applied on all members.  \n8. Components of RCC structure shall be designed for loads in accordance with IS 875 (Parts l to 5) and IS 1893 (latest version) . (Part 1) . In addition, loads that might be expected during the construction shall also be considered in the design and considering provision for 5 Ton EOT crane.  \n9. Resistance to horizontal loading shall be provided by having moment resisting framesand/or shear walls.  \n10. For shrinkage, thermal effects and lateral loads provisions of expansion Joints as per IS 3414(Latest Version) shall be provided.  \n11. Frame members i.e. Beams & columns to be designed for shear moments and deflections and considering provision for 2 Ton EOT crane at pump room area as per the values obtained from model analysis. All other components of the building shall be designed with approved design programs.  \nDesign calculations shall be provided for all the components of the structure.  \n12. Water retaining structures shall be designed in accordance with relevant provision of IS: 3370 (Part I to part-IV, Latest Version) . In addition, Earthquake forces as per IS- 1893 latest version shall also be considered.  \n13. Proof checking: The contractor shall design and submit the complete structural drawings, calculations, soft copies on CDs and two set hard copies for proof checking. Proof check to be got done from any Government Institutes like IIT’s / NIT’s / IISc. After getting the proof checking done the contractor shall submit corrected and final structural design, drawings in two set soft copies on CDs and hard copies. The consultancy fees for proof checking shall be borne by the contractor.  \nNote: Whether specifically mentioned or not, all latest IS codes are to be used with amendments up to last date of submission of bid.  \nTENTATIVE DRAWINGS FOR TENDERING PURPOSE ONLY  \nACCEPTABLE BRANDS OF MATERIALS  \n| 31 | AC | Carrier / Daikin |\n| --- | --- | --- |\n| 32 | Telephone cable | Legrand /D-link |\n| 33 | Fans /Exhaust fans | CG/ Havells / Usha |\n| 34 | Fire alarm system | Honeywell /Siemens |\n| 35 | MS Pipe | Jindal / TATA |\n| 36 | Missing makes for any project item | To be confirmed with ACCF/MM by proposing equivalent three reputable makes |","cbCaitOpPIhyyt48","https://ap.wps.com/l/cbCaitOpPIhyyt48","pdf",312126,"English","# DESIGN CONSIDERATIONS & REQUIREMENTS\n## Construction and PEB fabrication requirements\n## Design inputs: soil investigation and concrete mix\n## RCC and load design code compliance\n## Load resistance: horizontal loads, joints, crane provisions\n## Proof checking and tendering notes\n## Tentative drawings for tendering purpose only\n## Acceptable brands of materials","[{\"question\":\"Is site fabrication allowed for the PEB steel structure?\",\"answer\":\"No site fabrication is allowed. The steel structure must be fabricated in a factory under controlled atmosphere as per standards.\"},{\"question\":\"Which IS standards are referenced for RCC design criteria and load calculations?\",\"answer\":\"RCC design criteria and permissible stresses follow the latest version of IS:456-2000. Load design uses IS 875 (Parts 1 to 5) and earthquake provisions use IS 1893 (latest version).\"},{\"question\":\"How is proof checking handled for the contractor’s design work?\",\"answer\":\"The contractor must design and submit complete structural drawings and calculations, including soft copies and two sets of hard copies for proof checking. Proof check should be done through government institutes such as IITs/NITs/IISc, and corrected final submissions are then required.\"}]","DESIGN CONSIDERATIONS & REQUIREMENTS - Construction Structural and PEB Design Criteria | PDF",13]