[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-243261-105":3,"detail-sidebar-cat-1-en-105":81,"doc-detail-243261-en":126},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":74,"head_meta":76,"extra_data":78,"updated_unix":80},105,"en","proposal-daniel-goff-structural-option-executive-summary","Proposal - Daniel Goff Structural Option - Executive Summary","","Executive Summary outlines the proposed Primary Health Networks Medical Office Building in Sharon, Pennsylvania, detailing a five-story, 85-foot steel-framed structure with four elevated floors and a roof. The project scope includes 78,000 square feet of occupant space and an estimated $10 million cost, with concrete spread and mat footings for foundations. It describes a steel gravity system, Ivany block shear-wall lateral system, and a thesis comparing an alternative two-way flat plate with drop panels and concrete shear walls. The proposal also addresses façade redesign, constructability schedule evaluation, and feasibility via cost comparison.",{"@graph":14,"@context":73},[15,34,56],{"@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/template/","Template",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/template/presentations/","Presentations",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/template/proposal-daniel-goff-structural-option-executive-summary/243261/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/proposal-daniel-goff-structural-option-executive-summary/243261.png","ImageObject",442,249,{"name":42,"@type":43},"supergirl","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-19","2026-09-12",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",12,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"What is the proposed building and where will it be located?","Question",{"text":63,"@type":64},"The proposal covers the Primary Health Networks Medical Office Building in Sharon, Pennsylvania, located between Pitt and E Silver streets near the Shenango River.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What structural systems are described for the current design?",{"text":68,"@type":64},"The current design is primarily a steel-framed gravity system with steel columns, wide flange girders, and steel bar joists, and a lateral force resisting system using three Ivany block shear walls around stairwells.",{"name":70,"@type":61,"acceptedAnswer":71},"What alternative structural system does the thesis evaluate, and how is it compared?",{"text":72,"@type":64},"The thesis investigates two-way flat plate slab systems with drop panels supported by concrete columns along the same gridlines, and designs concrete shear walls as the lateral system. Efficiency is compared against the existing lateral system, and constructability impact is evaluated by comparing construction schedules.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},243261,1791729094,{"code":4,"msg":82,"data":83},"success",[84,88,92,97,102,107,112,117,122],{"id":85,"doc_module":22,"doc_module_name":25,"category_name":29,"show_sort_weight":86,"slug":87},11,90,"presentations",{"id":55,"doc_module":22,"doc_module_name":25,"category_name":89,"show_sort_weight":90,"slug":91},"Resumes",80,"resumes",{"id":93,"doc_module":22,"doc_module_name":25,"category_name":94,"show_sort_weight":95,"slug":96},14,"Invoices",70,"invoices",{"id":98,"doc_module":22,"doc_module_name":25,"category_name":99,"show_sort_weight":100,"slug":101},15,"Posters",60,"posters",{"id":103,"doc_module":22,"doc_module_name":25,"category_name":104,"show_sort_weight":105,"slug":106},16,"Social Media",50,"social-media",{"id":108,"doc_module":22,"doc_module_name":25,"category_name":109,"show_sort_weight":110,"slug":111},17,"Forms",40,"forms",{"id":113,"doc_module":22,"doc_module_name":25,"category_name":114,"show_sort_weight":115,"slug":116},18,"Letters",30,"letters",{"id":118,"doc_module":22,"doc_module_name":25,"category_name":119,"show_sort_weight":120,"slug":121},21,"Paper Templates",5,"papers-templates",{"id":123,"doc_module":22,"doc_module_name":25,"category_name":124,"show_sort_weight":4,"slug":125},158,"General","general-158",{"code":4,"msg":82,"data":127},{"doc_id":79,"user_id":128,"nickname":42,"user_avatar":129,"doc_module":22,"category_id":85,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":130,"file_id":131,"file_url":132,"file_type":133,"file_size":134,"view_count":55,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":135,"language":136,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":137,"faqs":138,"seo_title":139,"seo_description":12,"update_tm":140,"read_time":141},962088121634,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","PROPOSAL  \nDaniel Goff Structural Option  \nFaculty Advisor Linda M . Hanagan  \nExecutive Summary  \nThe Primary Health Networks Medical Office Building is located in Sharon, Pa in between Pitt and E Silver streets next to the Shenango River. It will be a 5 story structure rising 85 feet, having four elevated floors and a roof. The building offers 78,000 square feet of occupant space and will cost approximately $10 million.  \nConcrete spread and mat footings to serve as a foundation for the building. The building is primarily a steel framed structure with steel columns supporting wide flange steel girders and steel bar joists. Typical sizes for floor joists and girders range from 10 inch to a maximum depth of 24 inches. The floor structure is concrete on metal deck for all four elevated floors, whereas the first floor is concrete slab on grade. Typical bay sizes range from 30’x26’ to 33’-10”x30’. The building’s lateral force resisting system is comprised of three Ivany block shear walls. The shear walls are located around stairwells throughout the building.  \nThe proposed thesis will investigate the value of an alternative concrete framing system. Two-way flat plate slab systems with drop panels will be designed for both floor and roof structures; these floors will be supported by concrete columns located along the same gridlines as the existing system. Concrete shear walls will be designed as a lateral force resisting system and then compared to the existing lateral system to determine efficiency.  \nThe impact of this change on constructability will be evaluated by comparing construction schedules for both structural systems as a proposed construction management breadth.  \nThe current building façade will be redesigned to better integrate with the surrounding structures while remaining modern and aesthetically pleasing through the combined use of brick veneer and glazing systems. The feasibility of this redesign will be investigated through a cost comparison with the existing façade.  \nTable of Contents  \nExecutive Summary ...................................................................................................................... 1  \nBuilding Summary ......................................................................................................................... 3  \nStructural System Overview ......................................................................................................... 5  \nDesign Codes and Standards ................................................................................................. 6  \nMaterials ..................................................................................................................................... 6  \nFloor System ............................................................................................................................. 10  \nBuilding Lateral System........................................................................................................... 11  \nFoundation Design.................................................................................................................. 13  \nLoad Path................................................................................................................................. 14  \nDesign Loads ........................................................................................................................... 14  \nLateral Loads ...................................................................................................................... 14  \nJoint Details.............................................................................................................................. 15  \nProposed Alternative Solution .................................................................................................. 17  \nBreadth Topics ............................................................................................................................ 18","cbCaif9pwqacSioq","https://ap.wps.com/l/cbCaif9pwqacSioq","pdf",1247543,22,"English","# Executive Summary\n## Building Summary\n## Structural System Overview\n## Proposed Alternative Solution\n## Breadth Topics","[{\"question\":\"What is the proposed building and where will it be located?\",\"answer\":\"The proposal covers the Primary Health Networks Medical Office Building in Sharon, Pennsylvania, located between Pitt and E Silver streets near the Shenango River.\"},{\"question\":\"What structural systems are described for the current design?\",\"answer\":\"The current design is primarily a steel-framed gravity system with steel columns, wide flange girders, and steel bar joists, and a lateral force resisting system using three Ivany block shear walls around stairwells.\"},{\"question\":\"What alternative structural system does the thesis evaluate, and how is it compared?\",\"answer\":\"The thesis investigates two-way flat plate slab systems with drop panels supported by concrete columns along the same gridlines, and designs concrete shear walls as the lateral system. Efficiency is compared against the existing lateral system, and constructability impact is evaluated by comparing construction schedules.\"}]","Proposal - Daniel Goff Structural Option - Executive Summary | PDF",1789202023,8]