{"id":160835,"date":"2024-10-19T09:39:40","date_gmt":"2024-10-19T09:39:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-351-2r-10\/"},"modified":"2024-10-25T01:58:20","modified_gmt":"2024-10-25T01:58:20","slug":"aci-351-2r-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-351-2r-10\/","title":{"rendered":"ACI 351.2R 10"},"content":{"rendered":"
This document addresses static equipment foundation engineering and construction. It presents various design criteria, methods and procedures of analysis, design, and construction applied to static equipment foundations by industry practitioners. This document should, hopefully, encourage discussion and comparison of ideas. Keywords: anchorage (structural); bolts, anchor; equipment; forms; formwork (construction); foundation loading; foundations; grout; grouting; pedestals; pile loads; reinforcement; soil pressure; subsurface preparation;tolerances (mechanics).<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014 INTRODUCTION AND SCOPE 1.1\u2014 Background 1.2\u2014Purpose 1.3\u2014Scope CHAPTER 2\u2014 NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 2.2\u2014Definitions CHAPTER 3\u2014 FOUNDATION TYPES 3.1\u2014 General considerations 3.2\u2014Typical foundations 3.2.1 Vertical vessel and stack foundations <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 3.2.2 Horizontal vessel and heat exchanger foundations 3.2.3 Spherical vessel foundations 3.2.4 Machine tool foundations <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 3.2.5 Electrical equipment and support structure foundations CHAPTER 4\u2014DESIGN CRITERIA 4.1\u2014Foundation loading 4.1.1 Loads 4.1.1.1 Dead loads <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 4.1.1.2 Live loads 4.1.1.3 Operating loads 4.1.1.4 Wind loads 4.1.1.5 Seismic loads <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 4.1.1.6 Test loads 4.1.1.7 Maintenance and repair loads 4.1.1.8 Fluid surge loads 4.1.1.9 Construction loads 4.1.1.10 Buoyancy loads 4.1.1.11 Miscellaneous loads <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4.1.2 Loading conditions 4.1.2.1 Construction condition 4.1.2.2 Empty condition 4.1.2.3 Operating condition 4.1.2.4 Test condition 4.1.2.5 Maintenance condition 4.1.2.6 Upset condition 4.1.3 Load factors 4.1.4 Load combinations <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.2\u2014Design strength\/stresses 4.2.1 Concrete 4.2.2 Reinforcement 4.2.2.1 Vertical reinforcement <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.2.2.2 Horizontal reinforcement <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.2.3 Anchorage 4.2.3.1 Design strength <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4.2.3.2 Anchorage criteria <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4.2.3.3 Anchor bolt sleeves 4.2.4 Soil 4.3\u2014Stiffness\/deflections <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.4\u2014Stability <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | CHAPTER 5\u2014DESIGN METHODS 5.1\u2014Available methods 5.2\u2014Anchor bolts and shear devices 5.2.1 General considerations 5.2.2 Tension <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 5.2.3 Shear <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 5.2.4 Tension\/shear interaction 5.3\u2014Bearing stress 5.4\u2014Pedestals 5.5\u2014Soil pressure 5.5.1 Spread footings <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.5.2 Drilled piers 5.5.2.1 Base pressure and pier capacity 5.5.2.2 Lateral pressures 5.5.2.3 Lateral deflection 5.5.2.4 Settlement 5.5.3 Raft or mat foundations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 5.6\u2014Pile loads 5.7\u2014Foundation design procedures 5.7.1 Factored loads 5.7.2 Analysis of foundations 5.7.3 Positive moments and one-way shears <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.7.4 Negative moments 5.7.5 Punching shear (two-way) 5.7.6 Flexural reinforcement <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.7.7 Pedestal reinforcement 5.7.8 Foundation mats designed by the finite element analysis(FEA) 5.7.9 Special provisions for seismic design CHAPTER 6\u2014 CONSTRUCTION CONSIDERATIONS 6.1\u2014 Subsurface preparation and improvement 6.1.1 General considerations 6.1.2 Specific subsurface preparation and improvements <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.2\u2014Foundation placement tolerances 6.3\u2014Forms and shores 6.3.1 General requirements for forms 6.3.2 Shoring 6.3.3 Shoring systems and formwork for large elevatedfoundations <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.4\u2014Sequence of construction and construction joints 6.5\u2014Equipment installation and setting 6.5.1 Shims, wedges, and bolts 6.5.2 Embedments 6.6\u2014Grouting 6.6.1 Types of grout 6.6.2 Applications <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6.7\u2014Concrete materials 6.8\u2014Quality control CHAPTER 7\u2014 REFERENCES 7.1\u2014 Referenced standards and reports <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 7.2\u2014Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 351.2R-10 Report on Foundations for Static Equipment<\/b><\/p>\n |