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The report covers design topics including loads, bending moments, stiffness, tolerances, connections, sandwich panels, lifting analysis, temporary bracing, and reinforcement, alongside construction planning such as site access, coordination, sequencing, curing compounds, lifting accessories, and shop drawings. 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It reduces forming material compared with cast-in-place methods and can minimize heavy equipment usage.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which major design and analysis topics does the report cover?",{"text":117,"@type":113},"The report addresses design through analysis of loads, design bending moment, bending stiffness, building stiffness, tolerances, and connections. It also includes guidance for sandwich panels, lifting analysis, temporary bracing, and reinforcement.",{"name":119,"@type":110,"acceptedAnswer":120},"How does the report structure construction planning and erection activities?",{"text":121,"@type":113},"Construction planning is organized around site access and jobsite conditions, coordination, sequencing, work platforms, curing and bondbreakers, lifting accessories, shop drawings, panel casting locations, and subcontractor coordination. Erection guidance covers preparation before construction and erection day, safety meetings, activities during lifting, bracing, plumbing panels, and final closure panels.","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},650575,1792875985,{"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":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},1374408744247,"https://ap-avatar.wpscdn.com/avatar/14001251d37d565ec6f?x-image-process=image/resize,m_fixed,w_180,h_180&k=1790672120290115972","ACI 551 R-92   \n(Reapproved 1997, 2003)  \nTILT-UP CONCRETE STRUCTURES  \nReported by ACI Committee 551  \nDonald W. Musser Robert E. Truitt  \nChairman Secretary  \nJohn Braga  \nMuriel Burns  \nPeter D. Courtois* Mark E. Deardorff George H. Ellinwood Robert P. Foley David W. Fowler Dennis W. Graber Judith Hardin Harvey H. Haynes  \nRobert E. Haynes Sam Hodges Richard C. Hodson David L. Kelly Allan R. Kenney Harry B. Lancelot, III William E. Magee Murray M. Parker Alfred D. Perez, Jr. James A. Rossberg  \n* Served as initial committee chairman during formative stage of this report.  \nTilt-up concrete construction is commonly used in low-rise building construction. This report discusses many of the items that should be considered in planning, designing, and constructing a quality tilt-up project. Major topics discussed include design, construction planning, construction, erection, and finishes.  \nKeywords: Analysis; box type system; composite construction; connections; cranes (hoists); diaphragms (concrete); earthquake resistant structures; erection;finishes; inserts; lifting hardware; load bearing walls; moments; parting agents; panels; rigging; roofing; sandwich structures; stability; strongback; structural design; tilt up construction.  \nCONTENTS  \nChapter l-Introduction, pg. 551R-2  \nl.l-Introduction  \n1.2-Definition  \n1.3-History  \n1.4-Advantages  \n1.5-Disadvantages l.6-Scope of report  \nChapter 2-Design, pg. 551R-4  \n2.1-General  \n2.2-Analysis  \n2.3-Loads  \n2.4-Design bending moment  \nACI Committee Reports, Guides, Standard Practices, and Commentaries are intended for guidance in designing, planning, executing, or inspecting construction and in preparing specifications. References to these documents shall not be made in the Project Documents. If items found in these documents are desired to be a part of the Project Documents, they should be phrased in mandatory language and incorporated into the Project Documents.  \nDavid M. Schierloh  \nBen L Schmid William M. Simpson Joseph Steinbicker  \nDon Thrailkill  \nItzhak Tepper  \nRobert W. Theisen, Jr.  \nJoseph Varon  \nGerry Weiler  \n2.5-Bending stiffness  \n2.6-Examples  \n2.7-Special design considerations  \n2.8-Building stiffness  \n2.9-Tolerances  \n2.10-Connections  \n2.1l-Sandwich panels  \n2.12-Lifting analysis  \n2.13-Temporary bracing  \n2.14-Architectural/engineering documents  \n2.15-Reinforcement  \n2. 16-Architectural considerations  \nChapter 3-Construction planning, pg. 551R-31  \n3.1-Introduction  \n3.2-Site access and jobsite conditions  \n3.3-Coordination  \n3.4-Sequence of construction  \n3.5-Work platform  \n3.6-Curing compounds and bondbreakers  \n3.7-Lifting accessories  \n3.8-Shop drawings  \n3.9-Panel casting locations  \n3. 10-Erection subcontractor  \n3.11-Final closure panel  \nChapter 4-Construction, pg. 551R-34  \nACI 551R-92 became effective February 1992. Copyright  1992, American Concrete Institute.  \nAll rights reserved, including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors.  \n551R-2 ACI COMMITTEE REPORT  \n4.1-Introduction  \n4.2-Site, subgrade, and slab  \n4.3-Construction practices and workmanship  \n4.4-Shop drawings  \n4.5-Materials and equipment  \n4.6-Supervision  \n4.7-Casting  \n4.8-Strip and clean panels  \n4.9-Seating on foundations  \n4.10-Backfill  \n4.11-Wall panel joints  \n4.12-Safety  \n4. 13-Construction checklist  \nChapter 5-Erection, pg. 551R-36  \n5.1-General  \n5. 1-Prior to construction  \n5.3-Prior to erection day  \n5.4-Safety meeting  \n5.5-During lift  \n5.6-Plumbing panels  \n5.7-Bracing  \n5.8-Closure panel  \nChapter 6-Finishes, pg. 551R-39  \n6.1-Introduction  \n6.2-Finish face up  \n6.3-Finish face down  \n6.4-Concrete materials  \n6.5-Method and types of finish  \n6.6-","cbCaibBCNkpaH4ba","https://ap.wps.com/l/cbCaibBCNkpaH4ba","pdf",1398407,46,"English","# Chapter 1 - Introduction\n## 1.1 Introduction\n## 1.2 Definition\n## 1.3 History\n## 1.4 Advantages\n## 1.5 Disadvantages\n## 1.6 Scope of report\n# Chapter 2 - Design\n## 2.1 General\n## 2.2 Analysis\n## 2.3 Loads\n## 2.4 Design bending moment\n## 2.5 Bending stiffness\n## 2.6 Examples\n## 2.7 Special design considerations\n## 2.8 Building stiffness\n## 2.9 Tolerances\n## 2.10 Connections\n## 2.11 Sandwich panels\n## 2.12 Lifting analysis\n## 2.13 Temporary bracing\n## 2.14 Architectural/engineering documents\n## 2.15 Reinforcement\n## 2.16 Architectural considerations\n# Chapter 3 - Construction planning\n## 3.1 Introduction\n## 3.2 Site access and jobsite conditions\n## 3.3 Coordination\n## 3.4 Sequence of construction\n## 3.5 Work platform\n## 3.6 Curing compounds and bondbreakers\n## 3.7 Lifting accessories\n## 3.8 Shop drawings\n## 3.9 Panel casting locations\n## 3.10 Erection subcontractor\n## 3.11 Final closure panel\n# Chapter 4 - Construction\n## 4.1 Introduction\n## 4.2 Site, subgrade, and slab\n## 4.3 Construction practices and workmanship\n## 4.4 Shop drawings\n## 4.5 Materials and equipment\n## 4.6 Supervision\n## 4.7 Casting\n## 4.8 Strip and clean panels\n## 4.9 Seating on foundations\n## 4.10 Backfill\n## 4.11 Wall panel joints\n## 4.12 Safety\n## 4.13 Construction checklist\n# Chapter 5 - Erection\n## 5.1 General\n## 5.2 Prior to construction\n## 5.3 Prior to erection day\n## 5.4 Safety meeting\n## 5.5 During lift\n## 5.6 Plumbing panels\n## 5.7 Bracing\n## 5.8 Closure panel\n# Chapter 6 - Finishes\n## 6.1 Introduction\n## 6.2 Finish face up\n## 6.3 Finish face down\n## 6.4 Concrete materials\n## 6.5 Method and types of finish\n## 6.6 Cleaning\n## 6.7 Coatings\n## 6.8 Cracking\n# Chapter 7 - References\n## 7.1 Specified and/or recommended references\n## 7.2 Cited references\n# Appendices\n## Appendix A - Notation\n## Appendix B - Construction checklist for wall panels\n## Metric Conversions","[{\"question\":\"What is tilt-up construction and how does it work?\",\"answer\":\"Tilt-up construction casts concrete wall panels on a horizontal surface at the jobsite and then lifts or tilts them into place. It reduces forming material compared with cast-in-place methods and can minimize heavy equipment usage.\"},{\"question\":\"Which major design and analysis topics does the report cover?\",\"answer\":\"The report addresses design through analysis of loads, design bending moment, bending stiffness, building stiffness, tolerances, and connections. It also includes guidance for sandwich panels, lifting analysis, temporary bracing, and reinforcement.\"},{\"question\":\"How does the report structure construction planning and erection activities?\",\"answer\":\"Construction planning is organized around site access and jobsite conditions, coordination, sequencing, work platforms, curing and bondbreakers, lifting accessories, shop drawings, panel casting locations, and subcontractor coordination. Erection guidance covers preparation before construction and erection day, safety meetings, activities during lifting, bracing, plumbing panels, and final closure panels.\"}]","TILT-UP CONCRETE STRUCTURES - ACI 551R-92 - report | PDF",1792833045,116]