SMACNA RoundIndustrialDuctConstructionStandards 1999 02E
$183.63
Round Industrial Duct Construction Standards, 2nd Edition
Published By | Publication Date | Number of Pages |
SMACNA | 1999 | 648 |
This edition expands the scope of the 1977 version, updating original text to incorporate a revised theory of design, new materials and more “user friendly” tables. Offers a standardized, engineered basis for design and construction of industrial ducts of Classes 1 to 5. Includes a spiral duct chapter for Classes 1 and 2, covers design pressures ranging from 30” wg negative to 50” wg positive, plus carbon and galvanized steel tables. Changes to the manual include expanded tables for stainless steel and aluminum, expanded tables for duct sizes up to 96 inches in diameter, introduction of a new Duct Class 5 for systems handling corrosives, and spiral lockseam pipe. As alternatives to table use, the publication has a manual calculation procedure using equations and fully developed examples, and offers optional calculation software. Includes soft metrics.
PDF Catalog
PDF Pages | PDF Title |
---|---|
5 | FOREWORD |
6 | TASK FORCE FORMER COMMITTEE MEMBERS AND OTHER CONTRIBUTORS |
7 | NOTICE TO USERS OF THIS PUBLICATION |
11 | TABLE OF CONTENTS |
16 | CHAPTER 1 INTRODUCTION |
17 | 1.1 SCOPE 1.2 PURPOSE 1.3 DEVELOPMENT OF THE SECOND EDITION |
18 | 1.4 INDUSTRIAL DUCT DESIGN AVENUES 1.5 HOW TO USE THIS MANUAL |
19 | 1.6 MANUAL CONTENTS |
22 | CHAPTER 2 INDUSTRIAL DUCT APPLICATIONS |
23 | 2.1 INTRODUCTION 2.2 DEFINITION OF INDUSTRIAL DUCT 2.3 DUCT SYSTEM CLASSIFICATION |
24 | 2.4 MATERIAL (PARTICULATE) CHARACTERISTICS AND CLASSES |
25 | Table 2-1 Duct Classes and Minimum Conveying Velocities |
26 | Table 2-2 Material Class Descriptions |
27 | Table 2-3 Specific Materials Classes |
34 | CHAPTER 3 DUCT MATERIALS |
35 | 3.1 INTRODUCTION 3.2 MATERIAL TYPES |
37 | 3.3 HOT”ROLLED (CARBON) STEEL DATA Table 3-1 Hot”rolled Steel Gages |
38 | 3.4 COLD”ROLLED (CARBON) STEEL DATA Table 3-2 Cold”rolled Steel Gages |
39 | 3.5 GALVANIZED STEEL DATA Table 3-3 Galvanized Steel Gages |
40 | 3.6 STAINLESS STEEL DATA |
41 | Table 3-4 Stainless Steel Gages |
42 | Table 3-5 Yield Strength Reduction Factor at Elevated Temperatures for Stainless Steel |
43 | Table 3-6 Modulus of Elasticity Reduction Factor at Elevated Temperatures for Stainless Steel |
44 | 3.7 ALUMINUM DATA Table 3-7 Aluminum Sheet Gages |
45 | Table 3-8 Yield Strength Reduction Factor at Elevated Temperatures for Aluminum Table 3-9 Modulus of Elasticity Reduction Factor at Elevated Temperatures for Aluminum |
46 | 3.8 MATERIAL PROPERTIES SUMMARY Table 3-10 Material Properties and Temperature Limits |
47 | Table 3-10M Material Properties and Temperature Limits |
48 | 3.9 CORROSION |
49 | Table 3-11 Corrosion Chart |
52 | CHAPTER 4 DESIGN CRITERIA |
53 | 4.1 INTRODUCTION 4.2 GENERAL PROVISIONS 4.3 NOMENCLATURE |
55 | 4.4 LOADS |
57 | 4.5 LIMITS AND TOLERANCES 4.6 SERVICEABILITY AND DURABILITY |
58 | 4.7 STRENGTH PROVISIONS -DESIGN BASIS |
59 | 4.8 DESIGN OF CIRCUMFERENTIAL STIFFENERS |
60 | 4.9 CONNECTIONS Table 4-1 Minimum Flange Height Schedule |
61 | 4.10 HANGERS AND SUPPORTS 4.11 THERMAL EXPANSION |
62 | FIGURE 4-1 DESIGN OBJECTIVES |
63 | FIGURE 4-2 ILLUSTRATIVE EXAMPLE OF LIVE AND DEAD LOADS |
64 | FIGURE 4-3 ILLUSTRATIVE EXAMPLE OF DUCT SPANS |
65 | FIGURE 4-4 WELDING OF REINFORCEMENTS |
68 | CHAPTER 5 COMMENTARY |
69 | 5.1 INTRODUCTION 5.2 LOADS |
72 | 5.3 LIMITS AND TOLERANCES 5.4 SERVICEABILITY AND DURABILITY |
73 | 5.5 STRENGTH PROVISIONS DESIGN BASIS |
76 | 5.6 DESIGN OF CIRCUMFERENTIAL STIFFENERS |
77 | 5.7 CONNECTIONS |
78 | Table 5-1 Minimum Flange Height Schedule |
79 | 5.8 HANGERS AND SUPPORTS 5.9 THERMAL EXPANSION |
82 | CHAPTER 6 FLOW CHARTS |
83 | 6.1 INTRODUCTION 6.2 COMMENTARY 6.3 ASSUMPTIONS 6.4 FLOW CHARTS |
84 | CHART 6-1 DUCT DESIGN OVERVIEW |
85 | CHART 6-2 UNSTIFFENED DUCT DESIGN |
86 | CHART 6-3 STIFFENED DUCT DESIGN |
87 | CHART 6-4 SELECTION OF STIFFENERS |
88 | CHART 6-5 DESIGN FOR BENDING (1 OF 3) |
89 | CHART 6-5 DESIGN FOR BENDING (2 OF 3) |
90 | CHART 6-5 DESIGN FOR BENDING (3 OF 3) |
91 | CHART 6-6 DESIGN OF FLANGED CONNECTIONS (1 OF 2) |
92 | CHART 6-6 DESIGN OF FLANGED CONNECTIONS (2 OF 2) |
94 | CHAPTER 7 ILLUSTRATIVE EXAMPLES |
95 | 7.1 INTRODUCTION 7.2 COMMENTARY 7.3 NOMENCLATURE |
99 | EXAMPLE 7-1. COMPLEX LOAD COMBINATIONS |
107 | EXAMPLE 7-2. HIGH TEMPERATURE APPLICATION |
114 | EXAMPLE 7-3. MODERATE TEMPERATURE (ALUMINUM) APPLICATION |
121 | EXAMPLE 7-4. (CARBON STEEL) DUCT RISER IN AN OUTDOOR APPLICATION |
126 | FIGURE 7-1 DESIGN OBJECTIVES |
127 | FIGURE 7-2 ILLUSTRATIVE EXAMPLE OF LIVE AND DEAD LOADS |
128 | FIGURE 7-3 ILLUSTRATIVE EXAMPLE OF DUCT SPANS |
129 | FIGURE 7-4 WELDING OF REINFORCEMENTS |
132 | CHAPTER 8 DUCT SELECTION TABLES ” CARBON AND GALVANIZED |
133 | 8.1 INTRODUCTION |
134 | 8.2 USE OF THE TABLES |
137 | Table 8-1.1 Minimum Gage Required for Round Duct, Based on Support Spacing for Class 1 Table 8-1.1M Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 1 |
138 | Table 8-1.2a Minimum Gage Required for Round Duct, Based on Support Spacing for Class 2 |
139 | Table 8-1.2aM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 2 |
140 | Table 8-1.2b Minimum Gage Required for Round Duct, Based on Support Spacing for Class 2 |
141 | Table 8-1.2bM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 2 |
142 | Table 8-1.2c Minimum Gage Required for Round Duct, Based on Support Spacing for Class 2 |
143 | Table 8-1.2cM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 2 |
144 | Table 8-1.3a Minimum Gage Required for Round Duct, Based on Support Spacing for Class 3 |
145 | Table 8-1.3aM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 3 |
146 | Table 8-1.3b Minimum Gage Required for Round Duct, Based on Support Spacing for Class 3 |
147 | Table 8-1.3bM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 3 |
148 | Table 8-1.3c Minimum Gage Required for Round Duct, Based on Support Spacing for Class 3 |
149 | Table 8-1.3cM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 3 |
150 | Table 8-1.4a Minimum Gage Required for Round Duct, Based on Support Spacing for Class 4 |
151 | Table 8-1.4aM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 4 |
152 | Table 8-1.4b Minimum Gage Required for Round Duct, Based on Support Spacing for Class 4 |
153 | Table 8-1.4bM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 4 |
154 | Table 8-1.4c Minimum Gage Required for Round Duct, Based on Support Spacing for Class 4 |
155 | Table 8-1.4cM Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 4 |
156 | Table 8-1.5 Conversion of Insulation and Cladding Gravity Load into Equivalent Particulate Load |
157 | EXAMPLE 8-1. MODIFYING PARTICULATE DENSITY TO ACCOUNT FOR INSULATION AND CLADDING GRAVITY LOADS |
158 | Table 8-2 Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “2 in. wg |
159 | Table 8-2M Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “500 Pa |
162 | Table 8-3 Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “4 in. wg |
163 | Table 8-3M Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “1000 Pa |
166 | Table 8-4 Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “6 in. wg |
167 | Table 8-4M Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “1500 Pa |
170 | Table 8-5 Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “10 in. wg |
171 | Table 8-5M Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “2500 Pa |
174 | Table 8-6 Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “15 in. wg |
175 | Table 8-6M Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “3750 Pa |
178 | Table 8-7 Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “20 in. wg |
179 | Table 8-7M Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “5000 Pa |
182 | Table 8-8 Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “30 in. wg |
183 | Table 8-8M Material and Reinforcement Schedule for Round Duct Classes 1 through 4 at “7500 Pa |
186 | EXAMPLE 8″2. TYPICAL CARBON STEEL DUCT SELECTION EXAMPLE 8″3. TYPICAL GALVANIZED STEEL DUCT SELECTION |
187 | EXAMPLE 8″4. TYPICAL GALVANIZED STEEL DUCT SELECTION FOR A POSITIVE PRESSURE APPLICATION |
190 | CHAPTER 9 DUCT SELECTION TABLES ” STAINLESS STEEL |
191 | 9.1 INTRODUCTION |
193 | 9.2 USE OF THE TABLES |
195 | Table 9-1 Minimum Gage Required for Round Duct, Based on Support Spacing for Classes 1 and 5 Table 9-1M Minimum Thickness Required for Round Duct, Based on Support Spacing for Classes 1 and 5 |
196 | Table 9-2 Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “2 in. wg |
197 | Table 9-2M Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “500 Pa |
200 | Table 9-3 Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “4 in. wg |
201 | Table 9-3M Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “1000 Pa |
204 | Table 9-4 Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “6 in. wg |
205 | Table 9-4M Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “1500 Pa |
208 | Table 9-5 Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “10 in. wg |
209 | Table 9-5M Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “2500 Pa |
212 | Table 9-6 Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “15 in. wg |
213 | Table 9-6M Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “3750 Pa |
216 | Table 9-7 Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “20 in. wg |
217 | Table 9-7M Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “5000 Pa |
220 | Table 9-8 Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “30 in. wg |
221 | Table 9-8M Material and Reinforcement Schedule for Round Duct Classes 1 and 5 at “7500 Pa |
224 | EXAMPLE 9″1. CLASS 5, STAINLESS STEEL DUCT CONVEYING CORROSIVE FUMES AT MODERATE TEMPERATURE |
225 | EXAMPLE 9″2. CLASS 1, STAINLESS STEEL DUCT FOR PROCESS EXHAUST AT HIGH TEMPERATURE |
226 | EXAMPLE 9″3. CLASS 5, STAINLESS STEEL DUCT CONVEYING CORROSIVES UNDER POSITIVE PRESSURE |
228 | CHAPTER 10 DUCT SELECTION TABLES ” ALUMINUM |
229 | 10.1 INTRODUCTION |
231 | 10.2 USE OF THE TABLES |
233 | Table 10-1 Minimum Gage Required for Round Duct, Based on Support Spacing for Class 1 Table 10-1M Minimum Thickness Required for Round Duct, Based on Support Spacing for Class 1 |
234 | Table 10-2 Material and Reinforcement Schedule for Class 1 Round Duct at “2 in. wg |
235 | Table 10-2M Material and Reinforcement Schedule for Class 1 Round Duct at “500 Pa |
238 | Table 10-3 Material and Reinforcement Schedule for Class 1 Round Duct at “4 in. wg |
239 | Table 10-3M Material and Reinforcement Schedule for Class 1 Round Duct at “1000 Pa |
242 | Table 10-4 Material and Reinforcement Schedule for Class 1 Round Duct at “6 in. wg |
243 | Table 10-4M Material and Reinforcement Schedule for Class 1 Round Duct at “1500 Pa |
246 | Table 10-5 Material and Reinforcement Schedule for Class 1 Round Duct at “10 in. wg |
247 | Table 10-5M Material and Reinforcement Schedule for Class 1 Round Duct at “2500 Pa |
250 | Table 10-6 Material and Reinforcement Schedule for Class 1 Round Duct at “15 in. wg |
251 | Table 10-6M Material and Reinforcement Schedule for Class 1 Round Duct at “3750 Pa |
254 | Table 10-7 Material and Reinforcement Schedule for Class 1 Round Duct at “20 in. wg |
255 | Table 10-7M Material and Reinforcement Schedule for Class 1 Round Duct at “5000 Pa |
258 | Table 10-8 Material and Reinforcement Schedule for Class 1 Round Duct at “30 in. wg |
259 | Table 10-8M Material and Reinforcement Schedule for Class 1 Round Duct at “7500 Pa |
262 | EXAMPLE 10-1. TYPICAL ALUMINUM DUCT SELECTION FOR A CLASS 1 APPLICATION |
263 | EXAMPLE 10-2. TYPICAL ALUMINUM DUCT SELECTION FOR A CLASS 1 APPLICATION UNDER POSITIVE PRESSURE |
266 | CHAPTER 11 SELECTION TABLES – SPIRAL LOCKSEAM PIPE |
267 | 11.1 INTRODUCTION |
269 | 11.2 COMMENTARY |
270 | 11.3 DESIGN CRITERIA FOR SPIRAL DUCTS |
271 | 11.4 USE GUIDELINES |
272 | Table 11-1 Required Strip Dimensions and Tolerances Table 11-2 Flange “A” Dimensions and Proper Lockseam Details |
273 | 11.5 SPIRAL PIPE ” CARBON AND GALVANIZED |
274 | EXAMPLE 11-1. TYPICAL GALVANIZED STEEL SPIRAL PIPE SELECTION FOR A CLASS 1 APPLICATION |
275 | Table 11-3.1 Minimum Required Gage Based on Bending Loads Table 11-3.1M Minimum Required Thickness Based on Bending Loads |
276 | Table 11-3.2 Minimum Required Gage for Class 1 Carbon and Galvanized Steel Spiral Pipe |
277 | Table 11-3.2M Minimum Required Thickness for Class 1 Carbon and Galvanized Steel Spiral Pipe |
278 | Table 11-3.2a Minimum Carbon or Galvanized Steel Stiffener Size and Welds |
279 | Table 11-3.2aM Minimum Carbon or Galvanized Steel Stiffener Size and Welds |
282 | Table 11-3.3 Maximum Negative Operating Pressure for Class 1 ” Carbon and Galvanized Steel Spiral Pipe |
283 | Table 11-3.3M Maximum Negative Operating Pressure for Class 1 ” Carbon and Galvanized Steel Spiral Pipe |
284 | EXAMPLE 11-2. TYPICAL GALVANIZED STEEL SPIRAL PIPE SELECTION FOR A CLASS 2 APPLICATION |
286 | Table 11-4.1 Minimum Required Gage Based on Bending Loads |
287 | Table 11-4.1M Minimum Required Thickness Based on Bending Loads |
288 | Table 11-4.2 Minimum Required Gage for Class 2 Carbon and Galvanized Steel Spiral Pipe |
289 | Table 11-4.2M Minimum Required Thickness for Class 2 Carbon and Galvanized Steel Spiral Pipe |
290 | Table 11-4.2a Minimum Carbon or Galvanized Steel Stiffener Size and Welds |
291 | Table 11-4.2aM Minimum Carbon or Galvanized Steel Stiffener Size and Welds |
294 | Table 11-4.3 Maximum Negative Operating Pressure for Class 2 Carbon and Galvanized Steel Spiral Pipe |
295 | Table 11-4.3M Maximum Negative Operating Pressure for Class 2 Carbon and Galvanized Steel Spiral Pipe |
296 | 11.6 SPIRAL PIPE ” STAINLESS STEEL |
297 | EXAMPLE 11-3. TYPICAL STAINLESS STEEL SPIRAL PIPE SELECTION FOR A CLASS 5 APPLICATION |
299 | Table 11-5.1 Minimum Required Gage Based on Bending Loads Table 11-5.1M Minimum Required Thickness Based on Bending Loads |
300 | Table 11-5.2 Minimum Required Gage for Class 5 Stainless Steel Spiral Pipe |
301 | Table 11-5.2M Minimum Required Thickness for Class 5 Stainless Steel Spiral Pipe |
302 | Table 11-5.2a Minimum Stainless Steel Stiffener Size and Welds |
303 | Table 11-5.2aM Minimum Stainless Steel Stiffener Size and Welds |
306 | Table 11-5.3 Maximum Negative Operating Pressure for Class 5 Stainless Steel Spiral Pipe |
307 | Table 11-5M Maximum Negative Operating Pressure for Class 5 Stainless Steel Spiral Pipe |
308 | 11.7 SPIRAL PIPE ” ALUMINUM |
309 | EXAMPLE 11-4. TYPICAL ALUMINUM SPIRAL PIPE SELECTION FOR A CLASS 1 APPLICATION |
311 | Table 11-6.1 Minimum Required Gage Based on Bending Loads Table 11-6.1M Minimum Required Thks Based on Bending Loads |
312 | Table 11-6.2 Minimum Required Gage For Class 1 Aluminum Spiral Pipe |
313 | Table 11-6.2M Minimum Required Thks For Class 1 Aluminum Spiral Pipe |
314 | Table 11-6.2a Minimum Aluminum Stiffener Size and Welds |
315 | Table 11-6.2aM Minimum Aluminum Stiffener Size and Welds |
318 | Table 11-6.3 Maximum Negative Operating Pressure for Class 1 Aluminum Spiral Pipe |
319 | Table 11-6.3M Maximum Negative Operating Pressure for Class 1 Aluminum Spiral Pipe |
320 | 11.8 POSITIVE PRESSURE SYSTEMS EXAMPLE 11-5. TYPICAL GALVANIZED STEEL SPIRAL PIPE SELECTION FOR A CLASS 1 APPLICATION UNDER POSITIVE PRESSURE |
321 | 11.9 COMMENTARY ON STIFFENERS AND FLANGES |
322 | FIGURE 11-1 TYPICAL APPLICATION OF ANGLE RING TO SPIRAL PIPE |
323 | FIGURE 11-2 TYPICAL JOINTS FOR SPIRAL PIPE |
324 | FIGURE 11-3 TYPICAL SPIRAL PIPE DUCT CONNECTIONS ” VAN STONE |
326 | CHAPTER 12 STIFFENERS, FLANGES, AND FASTENERS |
327 | 12.1 INTRODUCTION AND SCOPE 12.2 SELECTION OF STIFFENERS |
329 | EXAMPLE 12-1. COMPUTING STIFFENER REQUIREMENTS FOR SPECIAL APPLICATIONS |
330 | EXAMPLE 12-2. SELECTION OF ALTERNATE STIFFENERS FOR LONGITUDINAL SEAM PIPE |
331 | EXAMPLE 12-3. SELECTION OF ALTERNATE STIFFENERS FOR SPIRAL PIPE |
332 | Table 12-1 Physical Properties of Carbon and Galvanized Steel Stiffeners |
339 | EXAMPLE 12-4. SELECTION OF STIFFENERS USING STAINLESS STEEL TABLES |
340 | Table 12-2 Physical Properties of Stainless Steel Stiffeners |
343 | EXAMPLE 12-5. SELECTION OF STIFFENERS USING ALUMINUM TABLES |
344 | Table 12-3 Physical Properties of Aluminum Stiffeners |
348 | EXAMPLE 12-6. WELDING OF REINFORCEMENTS (CARBON STEEL) |
349 | EXAMPLE 12-7. WELDING OF REINFORCEMENTS (STAINLESS STEEL) |
350 | Table 12-4 Allowable Stress For Stitch Welds |
351 | Table 12-5 Weld Strength Reduction Factor Based on Temperature |
352 | FIGURE 12-1 WELDING OF REINFORCEMENTS |
353 | FIGURE 12-2 TYPICAL APPLICATION OF ANGLE RING TO SPIRAL PIPE |
354 | 12.3 SELECTION OF CONNECTING FLANGES |
355 | FIGURE 12-3 BOLT HOLE ORIENTATION |
356 | FIGURE 12-4 TYPICAL DUCT CONNECTIONS |
357 | FIGURE 12-5 TYPICAL DUCT CONNECTIONS ” VAN STONE |
358 | FIGURE 12-6 TYPICAL SPIRAL PIPE DUCT CONNECTIONS ” VAN STONE |
359 | FIGURE 12-7 TYPICAL RING CONNECTIONS AT REDUCERS |
361 | Table 12-6 Bolt Hole Gage for Connecting Flanges |
362 | Table 12-7 Carbon and Galvanized Steel Flange Selection Table |
366 | Table 12-7a Carbon and Galvanized Steel ” F1 Flanges |
368 | Table 12-7b Carbon and Galvanized Steel ” F2 Flanges |
370 | Table 12-7c Carbon and Galvanized Steel ” F3 Flanges |
372 | Table 12-7d Carbon and Galvanized Steel ” F4 Flanges |
375 | Table 12-8 Special Pipe Flanges Matching ANSI 125 lb Drilling |
376 | Table 12-9 Special Pipe Flanges Matching ANSI 150 lb Drilling |
377 | Table 12-10 Special RPM Flanges |
379 | Table 12-11 Bolt Hole Gage for Connecting Flanges |
380 | Table 12-12 Stainless Steel ” F1 Flanges |
383 | Table 12-13 Bolt Hole Gage for Connecting Flanges |
384 | Table 12-14 Aluminum ” F1 Flanges |
385 | 12.4 SELECTION OF BOLTS FOR CONNECTING DUCT |
386 | EXAMPLE 12-8 SELECTING BOLTS FOR CONNECTIONS (BASED ON EXAMPLE 7-1) |
387 | Table 12-15 Bolt Material Properties |
388 | Table 12-16 Bolt Strength Reduction Factor Based on Temperature |
389 | Table 12-17 Bolt Stress Area |
391 | Table 12-18 Grade Markings for Steel Bolts |
392 | Table 12-19 Dimensional Standards for Hex Cap Screws |
393 | Table 12-19M Dimensional Standards for Hex Cap Screws |
394 | Table 12-20 Dimensional Standards for Hex Bolts |
395 | Table 12-20M Dimensional Standards for Hex Bolts |
396 | Table 12-21 Dimensional Standards for Heavy Hex Bolts |
397 | Table 12-21M Dimensional Standards for Heavy Hex Bolts |
398 | Table 12-22 Dimensional Standards for High-strength Structural Bolts |
399 | Table 12-22M Dimensional Standards for High-strength Structural Bolts |
400 | Table 12-23 Washer Dimensions (High-strength) Table 12-23M Washer Dimensions (High-strength) Table 12-24 Washer Dimensions Tolerances |
402 | Table 12-25 Dimensional Standards for Hex Nuts |
403 | Table 12-25M Dimensional Standards for Hex Nuts |
404 | Table 12-26 Dimensional Standards for Heavy Hex Nuts |
405 | Table 12-26M Dimensional Standards for Heavy Hex Nuts |
407 | Table 12-27 ISO 4014/4017 Metric Dimensional Standards for Hex Bolts |
408 | 12.5 GASKETS, CAULKING, AND JOINT SEALANTS Table 12-28 Gaskets, Caulking, and Joint Sealants |
412 | CHAPTER 13 HANGERS AND SUPPORTS |
413 | 13.1 INTRODUCTION AND SCOPE 13.2 HANGERS AND SUPPORTS COMMENTARY 13.3 GENERAL GUIDELINES |
414 | 13.4 METHODS FOR HANGING AND SUPPORTING DUCT 13.5 DUCT HANGERS AND SUPPORTS |
415 | FIGURE 13-1 HANGER ATTACHMENTS TO STRUCTURES |
416 | FIGURE 13-2 UPPER ATTACHMENT DEVICES – TYPICAL |
417 | FIGURE 13-3 RECOMMENDED HANGER SPACING IN REFERENCE TO UNREINFORCED JOINT |
418 | FIGURE 13-4 METHODS FOR HANGING ROUND INDUSTRIAL DUCT |
419 | FIGURE 13-5 SUPPORT SCHEMES WITH EXTENDED RATINGS |
420 | FIGURE 13-6 DUCT SADDLES |
422 | Table 13-1 Maximum Allowable Load at Points of Support – Carbon and Galvanized Steel Ducts |
423 | Table 13-1M Maximum Allowable Load at Points of Support – Carbon and Galvanized Steel Ducts |
424 | Table 13-2 Maximum Allowable Load at Points of Support – Stainless Steel Ducts |
425 | Table 13-2M Maximum Allowable Load at Points of Support – Stainless Steel Ducts |
426 | Table 13-3 Maximum Allowable Load at Points of Support – Aluminum Ducts |
427 | Table 13-3M Maximum Allowable Load at Points of Support – Aluminum Ducts |
428 | EXAMPLE 13-1. CALCULATION OF DUCT SUPPORT LOAD |
429 | FIGURE 13-7 EXPANSION HANGER AND SUPPORTS |
430 | FIGURE 13-8 RISER SUPPORT – FROM FLOOR/BUILDING STRUCTURE |
431 | FIGURE 13-9 ROUND INDUSTRIAL DUCT SUPPORT METHODS |
432 | FIGURE 13-10 ROUND INDUSTRIAL DUCT SUPPORT METHODS (CONTINUED) |
433 | FIGURE 13-11 ROUND INDUSTRIAL DUCT SUPPORT METHODS (CONTINUED) |
434 | FIGURE 13-12 HANGER FOR DUCT |
435 | FIGURE 13-13 DUCT HANGER DETAIL |
436 | FIGURE 13-14 TRAPEZE TYPE SUPPORTS |
437 | FIGURE 13-15 TRAPEZE TYPE SUPPORTS (CONTINUED) |
438 | Table 13-4 Support Capacity of Horizontal Channel |
439 | Table 13-5 Support Capacity of Horizontal Angle |
441 | Table 13-6 Framing Channel Table Directory Table 13-6M Framing Channel Table Directory |
442 | Table 13-6.1 Framing Channel ” Load Tables |
443 | Table 13-6.1M Framing Channel ” Load Tables |
444 | Table 13-6.2 Framing Channel ” Load Tables |
445 | Table 13-6.2M Framing Channel ” Load Tables |
446 | Table 13-6.3 Framing Channel ” Load Tables |
447 | Table 13-6.3M Framing Channel ” Load Tables |
448 | Table 13-6.4 Framing Channel ” Load Tables |
449 | Table 13-6.4M Framing Channel ” Load Tables |
450 | Table 13-6.5 Framing Channel ” Load Tables |
451 | Table 13-6.5M Framing Channel ” Load Tables |
452 | Table 13-6.6 Framing Channel ” Load Tables |
453 | Table 13-6.6M Framing Channel ” Load Tables |
454 | Table 13-6.7 Framing Channel ” Load Tables |
455 | Table 13-6.7M Framing Channel ” Load Tables |
456 | Table 13-7.1 Angle Tables |
457 | Table 13-7.1M Angle Tables |
458 | Table 13-7.2 Angle Tables |
459 | Table 13-7.2M Angle Tables |
460 | Table 13-7.3 Angle Tables |
461 | Table 13-7.3M Angle Tables |
462 | Table 13-8 Standard Steel Pipe Column – Load Tables |
463 | Table 13-8M Standard Steel Pipe Column – Load Tables |
464 | Table 13-9 Hanger Rod Capacity Table 13-10 Hanger Bar Capacity Table 13-11 Hanger Angle Capacity |
465 | Table 13-9M Hanger Rod Capacity Table 13-10M Hanger Bar Capacity Table 13-11M Hanger Angle Capacity |
466 | Table 13-12 Weight of Steel Duct per Foot of Length 0 lb/ft3 Particulate Plus 5 lb/ft2 Superimposed Load |
467 | Table 13-12M Weight of Steel Duct per Meter of Length 0 kg/m3 Particulate Plus 7.4 kg/m2 Superimposed Load |
470 | Table 13-13 Weight of Steel Duct per Foot of Length |
471 | Table 13-13M Weight of Steel Duct per Meter of Length |
474 | Table 13-14 Weight of Steel Duct per Foot of Length 50 lb/ft3 Particulate Plus 5 lb/ft2 Superimposed Load |
475 | Table 13-14M Weight of Steel Duct per Meter of Length 800 kg/m3 Particulate Plus 7.4 kg/m2 Superimposed Load |
478 | Table 13-15 Weight of Steel Duct per Foot of Length 75 lb/ft3 Particulate Plus 5 lb/ft2 Superimposed Load lb |
479 | Table 13-15M Weight of Steel Duct per Meter of Length 1200 kg/m3 Particulate Plus 7.4 kg/m2 Superimposed Load |
482 | Table 13-16 Weight of Steel Duct per Foot of Length 100 lb/ft3 Particulate Plus 5 lb/ft2 Superimposed Load |
483 | Table 13-16M Weight of Steel Duct per Meter of Length 1600 kg/m3 Particulate Plus 7.4 kg/m2 Superimposed Load |
486 | Table 13-17 Weight of Steel Duct per Foot of Length 125 lb/ft3 Particulate Plus 5 lb/ft2 Superimposed Load |
487 | Table 13-17M Weight of Steel Duct per Meter of Length 2000 kg/m3 Particulate Plus 7.4 kg/m2 Superimposed Load |
490 | Table 13-18 Weight of Steel Duct per Foot of Length 150 lb/ft3 Particulate Plus 5 lb/ft2 Superimposed Load |
491 | Table 13-18M Weight of Steel Duct per Meter of Length 2400 kg/m3 Particulate Plus 7.4 kg/m2 Superimposed Load |
494 | Table 13-19 Weight of Aluminum Duct per Foot of Length 0 lb/ft3 Particulate Plus 0.5 lb/ft2 Superimposed Load |
495 | Table 13-19M Weight of Aluminum Duct per Meter of Length 0 kg/m3 Particulate Plus 0.74 kg/m2 Superimposed Load |
498 | Table 13-20 Knee Brace Hanger Capacity |
499 | Table 13-20M Knee Brace Hanger Capacity |
500 | Table 13-21 Knee Brace Support Capacity |
501 | Table 13-21M Knee Brace Support Capacity |
504 | CHAPTER 14 WELDING |
505 | 14.1 INTRODUCTION 14.2 WELDED JOINT ACCEPTED INDUSTRY PRACTICE 14.3 WELDED JOINT CONSIDERATIONS |
507 | Table 14-1 Welded Joint Design |
508 | FIGURE 14-1 JOINTS, WELDS, AND GROOVES |
509 | 14.4 WELDING PROCEDURES |
510 | Table 14-2 Gas Metal Arc Welding of Carbon Steel Table 14-2M Gas Metal Arc Welding of Carbon Steel |
511 | Table 14-3 Shielded Metal Arc Welding (SMAW) of Carbon Steel Table 14-4 Gas Tungsten Arc Welding (GTAW) of Carbon Steel |
512 | Table 14-5 Gas Metal Arc Welding (GMAW) of Galvanized Steel Table 14-6 Shielded Metal Arc Welding (SMAW) of Galvanized Steel Table 14-7 Gas Tungsten Arc Welding (GTAW) of Galvanized Steel |
513 | Table 14-8 Gas Metal Arc Welding of Stainless Steel Table 14-8M Gas Metal Arc Welding of Stainless Steel |
514 | Table 14-9 Shielded Metal Arc Welding (SMAW) of Austenitic Stainless Steel Table 14-10 Gas Tungsten Arc Welding (GTAW) of Austenitic Stainless Steel |
515 | Table 14-11 Gas Metal Arc Welding of Aluminum Table 14-11M Gas Metal Arc Welding of Aluminum |
516 | Table 14-12 Gas Tungsten Arc Welding (GTAW) of Aluminum Table 14-12M Gas Tungsten Arc Welding (GTAW) of Aluminum |
517 | 14.5 WELDING SYMBOLS |
519 | FIGURE 14-2 STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL FIGURE 14-3 SUPPLEMENTARY SYMBOLS |
520 | FIGURE 14-4 TYPICAL WELD SYMBOLS USED FOR SHEET METAL AND LIGHT PLATE |
521 | FIGURE 14-5 PLATE WELDING SYMBOLS |
524 | CHAPTER 15 ACCEPTED INDUSTRIAL CONSTRUCTION PRACTICES |
525 | 15.1 INTRODUCTION 15.2 ROUND PIPE COMMON SEAMS AND JOINTS 15.3 FABRICATION TOLERANCES |
526 | FIGURE 15-1 LONGITUDINAL SEAMS |
527 | FIGURE 15-2 TYPICAL DUCT JOINTS |
528 | FIGURE 15-3 TYPICAL DUCT JOINTS (CONTINUED) |
529 | FIGURE 15-4 TYPICAL DUCT FLANGED CONNECTIONS |
530 | FIGURE 15-5 TYPICAL DUCT CONNECTIONS – VAN STONE |
531 | FIGURE 15-6 FABRICATION TOLERANCES |
532 | 15.4 FITTINGS |
533 | FIGURE 15-7 SEGMENTED ELBOWS |
534 | FIGURE 15-8 FLATBACK ELBOWS |
535 | FIGURE 15-9 DUCT BRANCH PIPE ENTRIES |
536 | FIGURE 15-10 PANT FITTINGS OR WYE BRANCH |
537 | FIGURE 15-11 REDUCERS AND SQUARE TO ROUNDS |
538 | 15.5 STACKS |
539 | FIGURE 15-12 VERTICAL DISCHARGE STACK |
540 | FIGURE 15-13 TYPICAL STACK THRU ROOF |
541 | FIGURE 15-14 AUTOMATIC STACK CAP |
542 | FIGURE 15-15 TYPICAL (GOOSENECK) AIR OUTLET |
543 | FIGURE 15-16 FREE STANDING STACK |
544 | 15.6 STACK SAMPLING FACILITIES |
545 | FIGURE 15-17 TYPICAL STACK SAMPLING FACILITIES (PLAN VIEW) |
546 | FIGURE 15-18 TYPICAL STACK SAMPLING FACILITIES (ELEVATION VIEW) |
547 | 15.7 CLEANOUT DOORS/ACCESS OPENINGS |
548 | FIGURE 15-19 CLEANOUT / ACCESS DOORS |
549 | FIGURE 15-20 CLEANOUT / ACCESS DOORS |
550 | FIGURE 15-21 CLEANOUT / ACCESS DOORS |
551 | 15.8 DAMPERS AND GATES 15.9 CONNECTIONS AND EXPANSION JOINTS |
552 | FIGURE 15-22 PRESSURE RELIEF AND EXPLOSION DOORS |
553 | FIGURE 15-23 BLAST GATE AND CUTOFFS |
554 | FIGURE 15-24 SHOP FABRICATED GATES |
555 | FIGURE 15-25 SHOP FABRICATED BUTTERFLY DAMPERS |
556 | FIGURE 15-26 COMMERCIAL BUTTERFLY DAMPERS |
557 | FIGURE 15-27 TYPICAL EXPANSION JOINTS |
558 | FIGURE 15-28 TYPICAL EXPANSION JOINTS (CONTINUED) |
559 | FIGURE 15-29 FLEXIBLE CONNECTIONS |
560 | 15.10 FAN INLET AND OUTLET CONDITIONS |
561 | FIGURE 15-30 FLEXIBLE CONNECTION APPLICATIONS |
562 | FIGURE 15-31 FAN INLET CONDITIONS |
563 | FIGURE 15-32 FAN INLET BOXES |
564 | FIGURE 15-33 FAN OUTLET CONDITIONS |
565 | FIGURE 15-34 MATERIAL SEPARATOR DROP OUT TRAP |
566 | FIGURE 15-35 POTENTIAL WEAR AREAS DUE TO ABRASION |
568 | CHAPTER 16 GUIDE SPECIFICATION |
569 | 16.1 INTRODUCTION 16.2 DRAWINGS 16.3 SEISMIC RESTRAINT PROVISIONS 16.4 GUIDE SPECIFICATION |
570 | GUIDE SPECIFICATION FOR DUST COLLECTION AND PROCESS EXHAUST SYSTEMS |
580 | CHAPTER 17 RIDCS SOFTWARE USERS MANUAL |
581 | 17.1 INTRODUCTION |
582 | 17.2 QUICK START |
584 | FIGURE 17-1 RIDCS SOFTWARE – SCREEN #1 |
586 | FIGURE 17-2 RIDCS SOFTWARE – SCREEN #2 |
587 | FIGURE 17-3 RIDCS SOFTWARE – SCREEN #3 |
588 | 17.3 BASICS OF RIDCS OPERATION |
591 | 17.4 MATERIAL PROPERTIES |
593 | 17.5 DESIGNING DUCTWORK USING RIDCS |
594 | Table 17-1 Profile Number Cross-reference |
603 | APPENDIX A COMMENTARY ON FORMULA DERIVATIONS AND UNITS |
607 | APPENDIX B SUPPLEMENTARY DESIGN DATA B.1 INTRODUCTION |
609 | FIGURE B-1 BASIC WIND SPEED (MPH) |
610 | FIGURE B-2 SNOW GROUND LOAD ” WESTERN U.S. (LB/SQ FT) |
611 | FIGURE B-3 SNOW GROUND LOAD ” EASTERN U.S. (LB/SQ FT) |
613 | FIGURE B-4 GLAZE ICE ACCRETION ZONE |
614 | FIGURE B-5 BEAM DIAGRAMS AND FORMULAS |
615 | Table B-1 Insulation Physical Data |
616 | Table B-2 Cladding Physical Data |
617 | Table B-3 Framing Channel Cross”reference |
618 | Table B-4 Thermal Expansion Chart |
619 | Table B-4M Thermal Expansion Chart |
623 | APPENDIX C COMMENTARY ON SURFACE PREPARATION TECHNIQUES C.1 INTRODUCTION C.2 METAL SURFACE PREPARATION |
624 | Table C-1 Surface Conditions and Recommended Treatment Table C-2 Surface Preparation Methods |
627 | APPENDIX D REFERENCED DOCUMENTS D.1 ASTM STANDARDS |
628 | D.2 ANSI STANDARDS D.3 NFPA STANDARDS D.4 ASME STANDARDS D.5 SMACNA STANDARDS |
629 | D.6 OTHER STANDARDS |
630 | D.7 OTHER RESOURCES |
633 | GLOSSARY |
643 | INDEX |