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SMACNA RectangularIndustrialDuctConstructionStandards 2004 IPE

$183.63

Rectangular Industrial Duct Construction Standards (IP) Version

Published By Publication Date Number of Pages
SMACNA 2004 448
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The second edition of the Rectangular Industrial Duct Construction Standards expands the scope of the 1980 version, updating original text to incorporate a revised theory of design, new materials and more “user friendly” tables. Included are new tables for stainless steels and aluminum, plus expanded chapters on materials, welding practices, and a guide specification. It covers the simple, low or moderate temperature and pressure (or vacuum) indoor systems as well as the more complex outdoor systems that operate at moderate to high temperature and pressure (or vacuum), and are subject to higher and more complex external loading.

PDF Catalog

PDF Pages PDF Title
5 FOREWORD
6 RECTANGULAR INDUSTRIAL TASK FORCE
FORMER COMMITTEE MEMBERS AND OTHER CONTRIBUTORS
7 NOTICE TO USERS OF THIS PUBLICATION
11 TABLE OF CONTENTS
19 CHAPTER 1 INTRODUCTION
1.1 SCOPE
1.2 PURPOSE
1.3 DEVELOPMENT OF THE SECOND EDITION
1.4 INDUSTRIAL DUCT DESIGN
20 1.5 HOW TO USE THIS MANUAL
1.6 MANUAL CONTENTS
25 CHAPTER 2 INDUSTRIAL DUCT APPLICATIONS
2.1 INTRODUCTION
2.2 DEFINITION OF INDUSTRIAL DUCT
2.3 DUCT SYSTEM CLASSIFICATION
26 2.4 MATERIAL (PARTICULATE) CHARACTERISTICS AND CLASSES
27 Table 2-1 Duct Classes and Minimum Conveying Velocities
28 Table 2-2 Material Class Descriptions
29 Table 2-3 Specific Materials Classes
37 CHAPTER 3 DUCT MATERIALS
3.1 INTRODUCTION
3.2 MATERIAL TYPES
40 3.3 CARBON AND COATED STEEL DATA
Table 3-1 Hot”rolled Steel Gages
41 Table 3-2 Cold”rolled Steel Gages
42 Table 3-3 Galvanized and Aluminized Steel Gages
43 Table 3-4 Yield Strength Reduction Factor ( f) at Elevated Temperatures for Carbon and Coated Steels
Table 3-5 Modulus of Elasticity Reduction Factor ( e) at Elevated Temperatures for Carbon and Coated Steels
44 3.4 STAINLESS STEEL DATA
45 Table 3-6 Stainless Steel Gages
46 Table 3-7 Yield Strength Reduction Factor at Elevated Temperatures for Stainless Steel
47 Table 3-8 Modulus of Elasticity Reduction Factor at Elevated Temperatures for Stainless Steel
48 3.5 ALUMINUM DATA
Table 3-9 Aluminum Sheet Gages
49 Table 3-10 Yield Strength Reduction Factor at Elevated Temperatures for Aluminum
Table 3-11 Modulus of Elasticity Reduction Factor at Elevated Temperatures for Aluminum
50 3.6 MATERIAL PROPERTIES SUMMARY
Table 3-12 Material Properties and Temperature Limits
51 3.7 CORROSION
52 Table 3-13 Corrosion Chart
57 CHAPTER 4 DESIGN CRITERIA
4.1 INTRODUCTION
4.2 GENERAL PROVISIONS
4.3 NOMENCLATURE
59 4.4 LOADS
60 FIGURE 4-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
61 FIGURE 4-2 PARTICULATE LOAD
63 4.5 LIMITS AND TOLERANCES
4.6 SERVICEABILITY AND DURABILITY
4.7 DESIGN OF DUCT THICKNESS
64 FIGURE 4-3 PANEL LOADING—MODE A
66 Table 4-1 Coefficients for Mode B Analysis
FIGURE 4-4 PANEL LOADING—MODE B
67 4.8 DESIGN OF STIFFENER SIZE
FIGURE 4-5 STIFFENER LOADING
68 4.9 DESIGN OF SUPPORT SPACING
69 4.10 BOLTING OF CONNECTIONS
FIGURE 4-6 EQUIVALENT BEAM CROSS-SECTION
FIGURE 4-7 FLANGED CONNECTION
72 4.11 CHECKING SHEAR CAPACITY OF DUCT SIDE WALLS
73 FIGURE 4-8 TYPES OF SIDEWALL BUCKLING
74 FIGURE 4-9 REINFORCEMENT PATCH
75 FIGURE 4-10 COMPARISON OF CRITICAL BUCKLING LOADS FOR 48 x 24 IN. DUCT
76 FIGURE 4-11 COMPARISON OF CRITICAL BUCKLING LOADS FOR 72 x 36 IN. DUCT
77 4.12 CRITERIA FOR THE DESIGN OF SYSTEMS WITH INTERNAL SUPPORTS
FIGURE 4-12 INTERNAL SUPPORTS
78 FIGURE 4-13 FIXED STIFFENERS
FIGURE 4-14 UNFIXED STIFFENERS
80 4.13 HANGERS AND SUPPORTS
81 FIGURE 4-15 DEFINITION OF RISER SUPPORT LOADS
82 4.14 THERMAL EXPANSION
85 CHAPTER 5 DESIGN EXAMPLES
5.1 DESIGN EXAMPLES
Table 5-1 Design Example Variables
86 EXAMPLE #5-1
89 EXAMPLE #5-2
91 EXAMPLE #5-3
96 EXAMPLE #5-4
99 EXAMPLE #5-5
105 EXAMPLE #5-6
109 EXAMPLE #5-7
114 5.2 SUBDIVIDING PANELS AND SELECTING INTERNAL SUPPORTS
115 FIGURE 5-1 SUBDIVIDING PANELS
117 FIGURE 5-2 INTERNAL PIPE SUPPORTS
123 CHAPTER 6 DUCT SELECTION TABLES ” CARBON AND COATED STEELS
6.1 INTRODUCTION
6.2 SCOPE
6.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
6.4 USE OF THE TABLES
126 FIGURE 6-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
127 6.5 DESIGN PROCESS
128 FIGURE 6-2 STIFFENING GUIDELINES FOR FLAT PANELS
129 FIGURE 6-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 6.1-1A.1
FIGURE 6-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING
130 FIGURE 6-5 STIFFENER SIZE PER STIFFENER SPACING
131 6.6 DUCT SELECTION TABLES
6.1-XAX List of Commercial Grade 32 ksi Carbon Steel Tables
165 6.2-XAX List of Structural Grade 36 ksi Carbon Steel Tables
191 6.3-XAX List of Structural Grade 50 ksi Carbon Steel Tables
217 6.7 AUXILIARY TABLES
6-X List of Auxiliary Carbon Steel Tables
247 CHAPTER 7 DUCT SELECTION TABLES ” STAINLESS STEEL
7.1 INTRODUCTION
7.2 SCOPE
7.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
7.4 USE OF THE TABLES
250 FIGURE 7-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
251 7.5 DESIGN PROCESS
252 FIGURE 7-2 STIFFENING GUIDELINES FOR FLAT PANELS
253 FIGURE 7-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 7-A.3
FIGURE 7-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING
254 FIGURE 7-5 STIFFENER SIZE PER STIFFENER SPACING
255 7.6 DUCT SELECTION TABLES
7-A.X List of 35 ksi Stainless Steel Tables
263 7.7 AUXILIARY TABLES
7-X List of Auxiliary Stainless Steel Tables
293 CHAPTER 8 DUCT SELECTION TABLES ” ALUMINUM
8.1 INTRODUCTION
8.2 SCOPE
8.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
8.4 USE OF THE TABLES
296 FIGURE 8-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS
297 8.5 DESIGN PROCESS
298 FIGURE 8-2 STIFFENING GUIDELINES FOR FLAT PANELS
299 FIGURE 8-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 8-A.2
FIGURE 8-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING
300 FIGURE 8-5 STIFFENER SIZE PER STIFFENER SPACING
301 8.6 DUCT SELECTION TABLES
8-A.X List of 20 ksi Aluminum Tables
309 8.7 AUXILIARY TABLES
8-X List of Auxiliary Aluminum Tables
339 CHAPTER 9 HANGERS AND SUPPORTS
9.1 INTRODUCTION AND SCOPE
9.2 HANGERS AND SUPPORTS COMMENTARY
9.3 GENERAL GUIDELINES
340 9.4 METHODS FOR HANGING AND SUPPORTING DUCT
9.5 DUCT HANGERS AND SUPPORTS
341 FIGURE 9-1 HANGER ATTACHMENTS TO STRUCTURES
342 FIGURE 9-2 UPPER ATTACHMENT DEVICES – TYPICAL
343 EXAMPLE 9-1. TRAPEZE HANGER
344 Table 9-1 Support Capacity of Horizontal Channel
345 Table 9-2 Support Capacity of Horizontal Angle
346 Table 9-3 Standard Steel Pipe Column – Load Tables
347 Table 9-4 Hanger Rod Capacity
Table 9-5 Hanger Bar Capacity
Table 9-6 Hanger Angle Capacity
348 Table 9-7 Knee Brace Hanger Capacity
349 Table 9-8 Knee Brace Support Capacity
350 Table 9-9 Bolt Stress Area
351 Table 9-10 Grade Markings for Steel Bolts
352 9.6 GASKETS, CAULKING, AND JOINT SEALANTS
Table 9-11 Gaskets, Caulking, and Joint Sealants
357 CHAPTER 10 WELDING
10.1 INTRODUCTION
10.2 WELDED JOINT ACCEPTED INDUSTRY PRACTICE
10.3 WELDED JOINT CONSIDERATIONS
359 Table 10-1 Allowable Stress For Stitch Welds
360 Table 10-2 Welded Joint Designs — Butt Joints (B)
361 Table 10-3 Welded Joint Designs — Corner and Butt Joints (C and B)
362 Table 10-4 Welded Joint Designs — Corner and Tee Joints (C and T)
363 FIGURE 10-1 JOINTS, WELDS, AND GROOVES
364 10.4 TYPES OF JOINTS AND EDGE PREPARATION
10.5 WELDING PROCEDURES
366 Table 10-5 Gas Metal Arc Welding of Carbon Steel
367 Table 10-6 Shielded Metal Arc Welding (SMAW) of Carbon Steel
Table 10-7 Gas Tungsten Arc Welding (GTAW) of Carbon Steel
368 Table 10-8 Gas Metal Arc Welding (GMAW) of Galvanized Steel
Table 10-9 Shielded Metal Arc Welding (SMAW) of Galvanized Steel
Table 10-10 Gas Tungsten Arc Welding (GTAW) of Galvanized Steel
369 Table 10-11 Gas Metal Arc Welding of Stainless Steel
370 Table 10-12 Shielded Metal Arc Welding (SMAW) of Austenitic Stainless Steel
Table 10-13 Gas Tungsten Arc Welding (GTAW) of Austenitic Stainless Steel
371 Table 10-14 Gas Metal Arc Welding of Aluminum
Table 10-15 Gas Tungsten Arc Welding (GTAW) of Aluminum
372 10.6 WELDING SYMBOLS
374 FIGURE 10-2 STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL
FIGURE 10-3 SUPPLEMENTARY SYMBOLS
375 FIGURE 10-4 TYPICAL WELD SYMBOLS USED FOR SHEET METAL AND LIGHT PLATE
376 FIGURE 10-5 PLATE WELDING SYMBOLS
379 CHAPTER 11 ACCEPTED INDUSTRIAL CONSTRUCTION PRACTICES
11.1 INTRODUCTION
11.2 COMMON SEAMS AND JOINTS
11.3 FABRICATION TOLERANCES
380 FIGURE 11-1 LONGITUDINAL SEAMS
381 FIGURE 11-2 LONGITUDINAL SEAMS (CONTINUED)
382 FIGURE 11-3 TRANSVERSE SEAMS OR JOINTS
383 FIGURE 11-4 CROSSBRAKING LIGHT GAGE PANELS
384 FIGURE 11-5 TYPES OF STIFFENERS
385 FIGURE 11-6 TYPES OF STIFFENERS (CONTINUED)
386 FIGURE 11-7 INTERNAL PIPE SUPPORTS
387 FIGURE 11-8 TYPES OF FLANGED CONNECTIONS
388 FIGURE 11-9 EXPANSION JOINTS
389 FIGURE 11-10 FLEXIBLE CONNECTIONS
390 FIGURE 11-11 ACCESS DOORS
391 FIGURE 11-12 EXPLOSION DOOR
392 FIGURE 11-13 VARIOUS FITTINGS
395 CHAPTER 12 GUIDE SPECIFICATION
12.1 INTRODUCTION
12.2 DRAWINGS
12.3 SEISMIC RESTRAINT PROVISIONS
12.4 GUIDE SPECIFICATION
409 APPENDIX A COMMENTARY ON FORMULA DERIVATIONS AND UNITS
413 APPENDIX B SUPPLEMENTARY DESIGN DATA
B.1 INTRODUCTION
414 FIGURE B-1 BASIC WIND SPEED (MPH)
415 Table B-1 Conversion of Wind Loads
416 FIGURE B-2 SNOW GROUND LOAD ” WESTERN U.S. (LB/SQ FT)
417 FIGURE B-3 SNOW GROUND LOAD ” EASTERN U.S. (LB/SQ FT)
418 FIGURE B-4 GLAZE ICE ACCRETION ZONE
419 Table B-2 Insulation Physical Data
420 Table B-3 Lagging Physical Data
421 Table B-4 Thermal Expansion Chart
425 APPENDIX C COMMENTARY ON SURFACE PREPARATION TECHNIQUES
C.1 INTRODUCTION
C.2 METAL SURFACE PREPARATION
426 Table C-1 Surface Conditions and Recommended Treatment
Table C-2 Surface Preparation Methods
429 APPENDIX D REFERENCED DOCUMENTS
D.1 ASTM STANDARDS
430 D.2 ANSI STANDARDS
D.3 NFPA STANDARDS
D.4 ASME STANDARDS
D.5 SMACNA STANDARDS
D.6 OTHER STANDARDS
432 D.7 OTHER RESOURCES
435 GLOSSARY
445 INDEX
SMACNA RectangularIndustrialDuctConstructionStandards 2004 IPE
$183.63