[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-665000-105":59,"doc-detail-665000-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-of-factory-shed-industrial-shed-structural-design","Design of Factory Shed - Industrial Shed Structural Design","","Design of Factory Shed focuses on the structural design and load analysis of an industrial shed used for storing materials and supporting large-scale manufacturing processes. The project applies the limit state method with load cases including dead load, live load, and wind load, following Indian standards IS 875:1987 (Parts 1–3) and using IS 800:2007 for design basis. The shed configuration considers five bays and roof truss span for economical strength and seismic resistance.",{"@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-of-factory-shed-industrial-shed-structural-design/665000/",{"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-of-factory-shed-industrial-shed-structural-design/665000.png","ImageObject",300,407,{"name":92,"@type":93},"moss~","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What standards are used for the shed design and loading calculations?","Question",{"text":112,"@type":113},"The project uses IS 800:2007 for design methodology and IS 875:1987 (Parts 1–3) for dead, live, and wind load calculations.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which loads are considered for the factory shed analysis?",{"text":117,"@type":113},"Dead load, live load, and wind load are analyzed for structural members. Snow load is not considered due to warm climate conditions.",{"name":119,"@type":110,"acceptedAnswer":120},"How is the structural frame of the industrial shed organized?",{"text":121,"@type":113},"The shed uses truss frames formed by connecting members with gusset plates, with purlins fixed over principal rafters and roof sheets placed over purlins using nuts and screws.","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},665000,1793284764,{"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":19,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":19,"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":52},962090895452,"https://ap-avatar.wpscdn.com/davatar_a8503ba1806abce46bf441b54a3ca4cd","Design of Factory Shed  \nAman Deep 1, Arinjay Dhar2, Shubhadwip Sarkar3, Priyanka Ghosh4, Abhijit Das5, SubhadeepCharan6,  \nAnkit Kumar Singh7,Sumit Bose8  \n1,2,3,4,5, 6, 7 Graduate students, Civil Engineering Department, JIS College of Engineering, Kalyani, WB 8Assistant Professor, Civil Engineering Department, JIS College of Engineering, Kalyani, WB  \nAbstract— The mainly large number of industrial sites are factories such as manufacturing plants or production plant. These are mainly industrial buildings consisting of large machinery where these machines are operated or used for producing products in large numbers modern economic production is a critical part of factories these modern factories have large warehouses with heavy equipment which work for the production of assembly the line now the integral part of these factories are their structural shed which are used in industries to store materials for production and these sheds are made through predesign engineering in our project we are making the factory shed design by limit state method which is based on 800-2007lsm application of load was done for the analysis part. There are 5 no of bays which is 5m cc and 2m is the height of it above spring point. 10 m is the span of roof trusses, the project factory shed is all about its design of loads like dead load, live load, and wind load analysis which are acting on the members of the structure of the factory shed. These loads are calculated as per Indian standards IS 875:1987(part 1) IS 875:1987(part 2) and IS  \n875:1987(part 3). Snow load is not taken care of because of warm climate conditions in the native area. the method of making the structure in an economical the way which can carry more capacity load and have enough strength to overcome earthquake, this is the main aim of our project.  \n1.INTRODUCTION  \nIt is not possible to design an Industrial Shed without prior Knowledge of Engineering subjects like Structural Design, Drawing, Estimating, etc. However, we have tried our best to do a project on the 'DESIGN OF INDUSTRIAL SHED' according to the guidelines as per IS 800:2007 . The Major component of the Industrial shed is the Truss frame, Which is made by connecting various members at their ends with a gusset plate to form a system of triangles. The members we are using in this project are rolled steel sections such as angles, T sections, I  \nsections, Plates and Channels. Trusses are placed in parallel rows on a wall or column at specific intervals. Over the trusses, purlins are fixed with a cleat to the principal rafters, over the purlins roof covering corrugated a.c. or g.i. Sheets are directly fixed with nuts and screws. This report further contains the design and analysis of the structure and the element of this project.  \n2. DESIGN OF CENTRAL TIE  \nTie beams are beams that connect two or more columns or rafters in a roof or roof truss or at any height above floor level to make the entire structure more stiff and stable at the foundation level. Tie beams are primarily used at the roof truss, floor level, and plinth. The length of the member taken is 4.28 m. And the Maximum tensile force considered is 38.45 KN. It is designed with 2 IAS 75X50X6 sections with Area Ag=2X716=1432mm² .  \nFig. Central Tie Source. Google  \n3. DESIGN OF RAFTER  \nRafter is a component used for making roof, they are out in series. They are made up of wood or steel. they are the key components for roof making it runs from the ridge board to the wall plate length of the member used is 5.4m max tensile force is 101.566 kn. area required is 446.89 mm² .  \nFig. Rafter Source. Google  \n4. DESIGN OF STRUT  \nA strut is a structural element that is forced in two directions. A strut is said to \"resist compression.\" A tie is a structural element that is pulled in two directions. A tie is said to \"works in tension.\" Astructure's vertical structural elements are called columns. The length of the member taken is .59m. And the Maximum tensile force conside","cbCaiopsPr5X49Y1","https://ap.wps.com/l/cbCaiopsPr5X49Y1","pdf",590993,"English","# 1. INTRODUCTION\n# 2. DESIGN OF CENTRAL TIE\n# 3. DESIGN OF RAFTER\n# 4. DESIGN OF STRUT\n# 5. DESIGN OF PURLIN\n# 6. DESIGN OF GANTRY GIRDER\n# 7. DESIGN OF COLOUMN WITH BASE PLATE","[{\"question\":\"What standards are used for the shed design and loading calculations?\",\"answer\":\"The project uses IS 800:2007 for design methodology and IS 875:1987 (Parts 1–3) for dead, live, and wind load calculations.\"},{\"question\":\"Which loads are considered for the factory shed analysis?\",\"answer\":\"Dead load, live load, and wind load are analyzed for structural members. Snow load is not considered due to warm climate conditions.\"},{\"question\":\"How is the structural frame of the industrial shed organized?\",\"answer\":\"The shed uses truss frames formed by connecting members with gusset plates, with purlins fixed over principal rafters and roof sheets placed over purlins using nuts and screws.\"}]","Design of Factory Shed - Industrial Shed Structural Design | PDF"]