ACI 351.2R 10:2010 Edition
$35.48
351.2R-10 Report on Foundations for Static Equipment
| Published By | Publication Date | Number of Pages |
| ACI | 2010 | 30 |
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).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | CONTENTS |
| 4 | CHAPTER 1— INTRODUCTION AND SCOPE 1.1— Background 1.2—Purpose 1.3—Scope CHAPTER 2— NOTATION AND DEFINITIONS 2.1—Notation |
| 5 | 2.2—Definitions CHAPTER 3— FOUNDATION TYPES 3.1— General considerations 3.2—Typical foundations 3.2.1 Vertical vessel and stack foundations |
| 6 | 3.2.2 Horizontal vessel and heat exchanger foundations 3.2.3 Spherical vessel foundations 3.2.4 Machine tool foundations |
| 7 | 3.2.5 Electrical equipment and support structure foundations CHAPTER 4—DESIGN CRITERIA 4.1—Foundation loading 4.1.1 Loads 4.1.1.1 Dead loads |
| 8 | 4.1.1.2 Live loads 4.1.1.3 Operating loads 4.1.1.4 Wind loads 4.1.1.5 Seismic loads |
| 9 | 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 |
| 10 | 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 |
| 11 | 4.2—Design strength/stresses 4.2.1 Concrete 4.2.2 Reinforcement 4.2.2.1 Vertical reinforcement |
| 12 | 4.2.2.2 Horizontal reinforcement |
| 13 | 4.2.3 Anchorage 4.2.3.1 Design strength |
| 14 | 4.2.3.2 Anchorage criteria |
| 15 | 4.2.3.3 Anchor bolt sleeves 4.2.4 Soil 4.3—Stiffness/deflections |
| 16 | 4.4—Stability |
| 17 | CHAPTER 5—DESIGN METHODS 5.1—Available methods 5.2—Anchor bolts and shear devices 5.2.1 General considerations 5.2.2 Tension |
| 18 | 5.2.3 Shear |
| 19 | 5.2.4 Tension/shear interaction 5.3—Bearing stress 5.4—Pedestals 5.5—Soil pressure 5.5.1 Spread footings |
| 20 | 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 |
| 21 | 5.6—Pile loads 5.7—Foundation design procedures 5.7.1 Factored loads 5.7.2 Analysis of foundations 5.7.3 Positive moments and one-way shears |
| 22 | 5.7.4 Negative moments 5.7.5 Punching shear (two-way) 5.7.6 Flexural reinforcement |
| 23 | 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— CONSTRUCTION CONSIDERATIONS 6.1— Subsurface preparation and improvement 6.1.1 General considerations 6.1.2 Specific subsurface preparation and improvements |
| 24 | 6.2—Foundation placement tolerances 6.3—Forms and shores 6.3.1 General requirements for forms 6.3.2 Shoring 6.3.3 Shoring systems and formwork for large elevatedfoundations |
| 25 | 6.4—Sequence of construction and construction joints 6.5—Equipment installation and setting 6.5.1 Shims, wedges, and bolts 6.5.2 Embedments 6.6—Grouting 6.6.1 Types of grout 6.6.2 Applications |
| 26 | 6.7—Concrete materials 6.8—Quality control CHAPTER 7— REFERENCES 7.1— Referenced standards and reports |
| 28 | 7.2—Cited references |
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