SMACNA GuideforSteelStackConstruction 1996 02E
$58.50
Guide for Steel Stack Construction, 2nd Edition
| Published By | Publication Date | Number of Pages |
| SMACNA | 1996 | 86 |
This edition clarifies design criteria, improves consistency in symbols from different reference technical papers, and provides guidance for reinforcement of stack openings, as well as construction in the metric system. It includes tables for selection of free standing stacks from 20 ft. to 120 ft. high, and diameters to 84 inches, companion flange and stiffener sizes and stacks with access ladders and platforms. Designers and engineers will benefit from the tables containing hundreds of stacks detailed and ready to go. Sources of data on design of guyed stacks are also listed.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 4 | FOREWORD |
| 6 | NOTICE TO USERS OF THIS PUBLICATION |
| 7 | TABLE OF CONTENTS |
| 9 | CHAPTER 1 INTRODUCTION |
| 11 | CHAPTER 2 PLANNING STACK LOCATION |
| 13 | CHAPTER 3 STEEL STACK DESIGN |
| 14 | 3.1 LIMITATIONS OF DESIGN 3.2 SELECTION PROCEDURES 3.3 STACK DAMPING |
| 18 | 3.4 STACK OPENINGS 3.5 TYPES OF MATERIAL |
| 22 | 3.6 DEFINITIONS OF TERMS |
| 24 | CHAPTER 4 STEEL STACK MATERIALS SELECTION |
| 25 | 4.1 DEFINITIONS 4.2 USE OF THE TABLES |
| 59 | CHAPTER 5 STEEL STACK CONSTRUCTION |
| 60 | 5.1 FABRICATION AND INSTALLATION 5.2 ASSEMBLY AND FITUP 5.3 WELDING 5.4 BOLTED CONNECTIONS 5.5 ERECTION |
| 61 | 5.6 STACK SAMPLING FACILITIES |
| 64 | CHAPTER 6 DESIGN CRITERIA |
| 65 | 6.1 FORMULA DERIVATIONS AND PRESENTATIONS 6.2 LIMITATIONS OF DESIGN |
| 66 | 6.3 DESIGN FOR THICKNESS OF STACK SHELL |
| 69 | 6.4 DESIGN FOR REINFORCEMENT OF OPENINGS IN SHELL 6.5 DESIGN OF BASE PLATE AND ANCHOR BOLTS |
| 74 | 6.6 DETERMINING ANCHOR BOLT LENGTH |
| 75 | 6.7 DESIGN OF BOLTS FOR COMPANION ANGLE CONNECTIONS 6.8 DESIGN OF STACK STIFFENERS |
| 77 | 6.9 EXAMPLE OF INTERPOLATION IN STACK DESIGN |
| 79 | APPENDICES |
| 80 | APPENDIX 1 USE OF GUIDE WITH METRICS |
| 81 | APPENDIX 2 LIST OF SYMBOLS |
| 83 | APPENDIX 3 BIBLIOGRAPHY |
| 84 | INDEX |
