{"id":28925,"date":"2024-10-17T03:08:08","date_gmt":"2024-10-17T03:08:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/smacna-rectangularindustrialductconstructionstandards-2007-sie\/"},"modified":"2024-10-24T14:07:28","modified_gmt":"2024-10-24T14:07:28","slug":"smacna-rectangularindustrialductconstructionstandards-2007-sie","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/smacna\/smacna-rectangularindustrialductconstructionstandards-2007-sie\/","title":{"rendered":"SMACNA RectangularIndustrialDuctConstructionStandards 2007 SIE"},"content":{"rendered":"

Written specifically for the international market, the Rectangular Industrial Duct Construction Standards, SI (Metric\u2013le Syst\u00e8me International d\u2019Unit\u00e9s) version is based on the same theoretical work and scope of the Inch Pound (I-P) version, 2nd edition, published 2004. The difference between the two publications is that the data in the SI version is expressed in metric units and the ratings are based on using materials produced under and to ISO standards, in both strength and physical dimensions\u2013Hard Metric. Refer to the Rectangular Industrial Duct Construction Standards I-P version for publication description. <\/span><\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nFOREWORD <\/td>\n<\/tr>\n
6<\/td>\nRECTANGULAR INDUSTRIAL TASK FORCE <\/td>\n<\/tr>\n
7<\/td>\nNOTICE TO USERS OF THIS PUBLICATION <\/td>\n<\/tr>\n
11<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 1 INTRODUCTION
1.1 SCOPE
1.2 PURPOSE
1.3 DEVELOPMENT OF THE SECOND EDITION
1.4 INDUSTRIAL DUCT DESIGN <\/td>\n<\/tr>\n
20<\/td>\n1.5 HOW TO USE THIS MANUAL
1.6 MANUAL CONTENTS <\/td>\n<\/tr>\n
25<\/td>\nCHAPTER 2 INDUSTRIAL DUCT APPLICATIONS
2.1 INTRODUCTION
2.2 DEFINITION OF INDUSTRIAL DUCT
2.3 DUCT SYSTEM CLASSIFICATION <\/td>\n<\/tr>\n
26<\/td>\n2.4 MATERIAL (PARTICULATE) CHARACTERISTICS AND CLASSES <\/td>\n<\/tr>\n
27<\/td>\nTable 2-1 Duct Classes and Minimum Conveying Velocities <\/td>\n<\/tr>\n
28<\/td>\nTable 2-2 Material Class Descriptions <\/td>\n<\/tr>\n
29<\/td>\nTable 2-3 Specific Materials Classes <\/td>\n<\/tr>\n
37<\/td>\nCHAPTER 3 DUCT MATERIALS
3.1 INTRODUCTION
3.2 MATERIAL TYPES <\/td>\n<\/tr>\n
40<\/td>\n3.3 CARBON AND COATED STEEL DATA
Table 3-1 Hot”rolled Steel <\/td>\n<\/tr>\n
41<\/td>\nTable 3-2 Cold”rolled Steel <\/td>\n<\/tr>\n
42<\/td>\nTable 3-3 Galvanized and Aluminized Steel <\/td>\n<\/tr>\n
43<\/td>\nTable 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 <\/td>\n<\/tr>\n
44<\/td>\n3.4 STAINLESS STEEL DATA <\/td>\n<\/tr>\n
45<\/td>\nTable 3-6 Stainless Steel <\/td>\n<\/tr>\n
46<\/td>\nTable 3-7 Yield Strength Reduction Factor ( f) at Elevated Temperatures for Stainless Steel <\/td>\n<\/tr>\n
47<\/td>\nTable 3-8 Modulus of Elasticity Reduction Factor ( e) at Elevated Temperatures for Stainless Steel <\/td>\n<\/tr>\n
48<\/td>\n3.5 ALUMINUM DATA
Table 3-9 Aluminum <\/td>\n<\/tr>\n
49<\/td>\nTable 3-10 Yield Strength Reduction Factor ( f) at Elevated Temperatures for Aluminum
Table 3-11 Modulus of Elasticity Reduction Factor ( e) at Elevated Temperatures for Aluminum <\/td>\n<\/tr>\n
50<\/td>\n3.6 MATERIAL PROPERTIES SUMMARY
Table 3-12 Material Properties and Temperature Limits <\/td>\n<\/tr>\n
51<\/td>\n3.7 CORROSION <\/td>\n<\/tr>\n
52<\/td>\nTable 3-13 Corrosion Chart <\/td>\n<\/tr>\n
57<\/td>\nCHAPTER 4 DESIGN CRITERIA
4.1 INTRODUCTION
4.2 GENERAL PROVISIONS
4.3 NOMENCLATURE <\/td>\n<\/tr>\n
59<\/td>\n4.4 LOADS <\/td>\n<\/tr>\n
60<\/td>\nFIGURE 4-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS <\/td>\n<\/tr>\n
61<\/td>\nFIGURE 4-2 PARTICULATE LOAD <\/td>\n<\/tr>\n
63<\/td>\n4.5 LIMITS AND TOLERANCES
4.6 SERVICEABILITY AND DURABILITY
4.7 DESIGN OF DUCT THICKNESS <\/td>\n<\/tr>\n
64<\/td>\nFIGURE 4-3 PANEL LOADING\u2014MODE A <\/td>\n<\/tr>\n
66<\/td>\nTable 4-1 Coefficients for Mode B Analysis
FIGURE 4-4 PANEL LOADING\u2014MODE B <\/td>\n<\/tr>\n
67<\/td>\n4.8 DESIGN OF STIFFENER SIZE
FIGURE 4-5 STIFFENER LOADING <\/td>\n<\/tr>\n
68<\/td>\n4.9 DESIGN OF SUPPORT SPACING <\/td>\n<\/tr>\n
69<\/td>\n4.10 BOLTING OF CONNECTIONS
FIGURE 4-6 EQUIVALENT BEAM CROSS-SECTION
FIGURE 4-7 FLANGED CONNECTION <\/td>\n<\/tr>\n
72<\/td>\n4.11 CHECKING SHEAR CAPACITY OF DUCT SIDE WALLS <\/td>\n<\/tr>\n
73<\/td>\nFIGURE 4-8 TYPES OF SIDEWALL BUCKLING <\/td>\n<\/tr>\n
74<\/td>\nFIGURE 4-9 REINFORCEMENT PATCH <\/td>\n<\/tr>\n
75<\/td>\nFIGURE 4-10 COMPARISON OF CRITICAL BUCKLING LOADS FOR 1200 x 600 MM DUCT <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 4-11 COMPARISON OF CRITICAL BUCKLING LOADS FOR 1800 x 900 MM DUCT <\/td>\n<\/tr>\n
77<\/td>\n4.12 CRITERIA FOR THE DESIGN OF SYSTEMS WITH INTERNAL SUPPORTS
FIGURE 4-12 INTERNAL SUPPORTS <\/td>\n<\/tr>\n
78<\/td>\nFIGURE 4-13 FIXED STIFFENERS
FIGURE 4-14 UNFIXED STIFFENERS <\/td>\n<\/tr>\n
80<\/td>\n4.13 HANGERS AND SUPPORTS <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 4-15 DEFINITION OF RISER SUPPORT LOADS <\/td>\n<\/tr>\n
82<\/td>\n4.14 THERMAL EXPANSION <\/td>\n<\/tr>\n
85<\/td>\nCHAPTER 5 DESIGN EXAMPLES
5.1 DESIGN EXAMPLES
Table 5-1 Design Example Variables <\/td>\n<\/tr>\n
86<\/td>\nEXAMPLE #5-1 <\/td>\n<\/tr>\n
89<\/td>\nEXAMPLE #5-2 <\/td>\n<\/tr>\n
91<\/td>\nEXAMPLE #5-3 <\/td>\n<\/tr>\n
96<\/td>\nEXAMPLE #5-4 <\/td>\n<\/tr>\n
99<\/td>\nEXAMPLE #5-5 <\/td>\n<\/tr>\n
105<\/td>\nEXAMPLE #5-6 <\/td>\n<\/tr>\n
109<\/td>\nEXAMPLE #5-7 <\/td>\n<\/tr>\n
114<\/td>\n5.2 SUBDIVIDING PANELS AND SELECTING INTERNAL SUPPORTS <\/td>\n<\/tr>\n
115<\/td>\nFIGURE 5-1 SUBDIVIDING PANELS <\/td>\n<\/tr>\n
117<\/td>\nFIGURE 5-2 INTERNAL PIPE SUPPORTS <\/td>\n<\/tr>\n
123<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
126<\/td>\nFIGURE 6-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS <\/td>\n<\/tr>\n
127<\/td>\n6.5 DESIGN PROCESS <\/td>\n<\/tr>\n
128<\/td>\nFIGURE 6-2 STIFFENING GUIDELINES FOR FLAT PANELS <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 6-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 6.1-1A.1
FIGURE 6-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING <\/td>\n<\/tr>\n
130<\/td>\nFIGURE 6-5 STIFFENER SIZE PER STIFFENER SPACING <\/td>\n<\/tr>\n
131<\/td>\n6.6 DUCT SELECTION TABLES <\/td>\n<\/tr>\n
132<\/td>\nTable 6.1-1A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
134<\/td>\nTable 6.1-2A.1 Panel Pressure Capacities for Class 2 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
136<\/td>\nTable 6.1-3A.1 Panel Pressure Capacities for Class 3 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
138<\/td>\nTable 6.1-4A.1 Panel Pressure Capacities for Class 4 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
140<\/td>\nTable 6.1-1A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
142<\/td>\nTable 6.1-2A.2 Panel Pressure Capacities for Class 2 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
144<\/td>\nTable 6.1-3A.2 Panel Pressure Capacities for Class 3 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
146<\/td>\nTable 6.1-4A.2 Panel Pressure Capacities for Class 4 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
148<\/td>\nTable 6.1-1A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 200 C <\/td>\n<\/tr>\n
150<\/td>\nTable 6.1-2A.3 Panel Pressure Capacities for Class 2 Systems Operating at Up to 200 C <\/td>\n<\/tr>\n
152<\/td>\nTable 6.1-3A.3 Panel Pressure Capacities for Class 3 Systems Operating at Up to 200 C <\/td>\n<\/tr>\n
154<\/td>\nTable 6.1-4A.3 Panel Pressure Capacities for Class 4 Systems Operating at Up to 200 C <\/td>\n<\/tr>\n
156<\/td>\nTable 6.1-1A.4 Panel Pressure Capacities for Class 1 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
158<\/td>\nTable 6.1-2A.4 Panel Pressure Capacities for Class 2 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
160<\/td>\nTable 6.1-3A.4 Panel Pressure Capacities for Class 3 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
162<\/td>\nTable 6.1-4A.4 Panel Pressure Capacities for Class 4 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
166<\/td>\nTable 6.2-1A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
168<\/td>\nTable 6.2-2A.1 Panel Pressure Capacities for Class 2 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
170<\/td>\nTable 6.2-3A.1 Panel Pressure Capacities for Class 3 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
172<\/td>\nTable 6.2-4A.1 Panel Pressure Capacities for Class 4 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
174<\/td>\nTable 6.2-1A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 180 C <\/td>\n<\/tr>\n
176<\/td>\nTable 6.2-2A.2 Panel Pressure Capacities for Class 2 Systems Operating at Up to 180 C <\/td>\n<\/tr>\n
178<\/td>\nTable 6.2-3A.2 Panel Pressure Capacities for Class 3 Systems Operating at Up to 180 C <\/td>\n<\/tr>\n
180<\/td>\nTable 6.2-4A.2 Panel Pressure Capacities for Class 4 Systems Operating at Up to 180 C <\/td>\n<\/tr>\n
182<\/td>\nTable 6.2-1A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
184<\/td>\nTable 6.2-2A.3 Panel Pressure Capacities for Class 2 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
186<\/td>\nTable 6.2-3A.3 Panel Pressure Capacities for Class 3 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
188<\/td>\nTable 6.2-4A.3 Panel Pressure Capacities for Class 4 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
192<\/td>\nTable 6.3-1A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
194<\/td>\nTable 6.3-2A.1 Panel Pressure Capacities for Class 2 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
196<\/td>\nTable 6.3-3A.1 Panel Pressure Capacities for Class 3 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
198<\/td>\nTable 6.3-4A.1 Panel Pressure Capacities for Class 4 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
200<\/td>\nTable 6.3-1A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
202<\/td>\nTable 6.3-2A.2 Panel Pressure Capacities for Class 2 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
204<\/td>\nTable 6.3-3A.2 Panel Pressure Capacities for Class 3 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
206<\/td>\nTable 6.3-4A.2 Panel Pressure Capacities for Class 4 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
208<\/td>\nTable 6.3-1A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
210<\/td>\nTable 6.3-2A.3 Panel Pressure Capacities for Class 2 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
212<\/td>\nTable 6.3-3A.3 Panel Pressure Capacities for Class 3 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
214<\/td>\nTable 6.3-4A.3 Panel Pressure Capacities for Class 4 Systems Operating at Up to 340 C <\/td>\n<\/tr>\n
217<\/td>\n6.7 AUXILIARY TABLES <\/td>\n<\/tr>\n
218<\/td>\nTable 6-B1 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 400 mm Intervals <\/td>\n<\/tr>\n
219<\/td>\nTable 6-B2 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 600 mm Intervals <\/td>\n<\/tr>\n
220<\/td>\nTable 6-B3 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 800 mm Intervals <\/td>\n<\/tr>\n
221<\/td>\nTable 6-B4 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 1000 mm Intervals <\/td>\n<\/tr>\n
222<\/td>\nTable 6-B5 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 1250 mm Intervals <\/td>\n<\/tr>\n
223<\/td>\nTable 6-B6 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 1600 mm Intervals <\/td>\n<\/tr>\n
224<\/td>\nTable 6-B7 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 2000 mm Intervals <\/td>\n<\/tr>\n
225<\/td>\nTable 6-B8 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 2500 mm Intervals <\/td>\n<\/tr>\n
226<\/td>\nTable 6-B9 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 3000 mm Intervals <\/td>\n<\/tr>\n
227<\/td>\nTable 6-B10 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 4000 mm Intervals <\/td>\n<\/tr>\n
228<\/td>\nTable 6-B11 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 5000 mm Intervals <\/td>\n<\/tr>\n
229<\/td>\nTable 6-B12 Pressure Capacity Table for Carbon Steel Reinforcements Spaced at 6000 mm Intervals <\/td>\n<\/tr>\n
231<\/td>\nTable 6-C Internal Carbon Steel Pipe Support ” Allowable Load Table <\/td>\n<\/tr>\n
232<\/td>\nTable 6-D Stiffener Data <\/td>\n<\/tr>\n
236<\/td>\nTable 6-E Maximum Allowable Duct Load as a Function of Support Span <\/td>\n<\/tr>\n
237<\/td>\nTable 6-F Section Properties and Bending Moment Capacity of Duct <\/td>\n<\/tr>\n
238<\/td>\nTable 6-G1 Min. Flange Height and Maximum Bolt Spacing for Bolted Flanges
Table 6-G2 Maximum Bolt Hole Gage for Bolted Flange Connections <\/td>\n<\/tr>\n
239<\/td>\nTable 6-H1.a Load Ratio Alpha ( ) vs. Duct Aspect Ratio and Stiffener Spacing <\/td>\n<\/tr>\n
240<\/td>\nTable 6-H1 Maximum Allowable Shear Load Based on Localized Buckling <\/td>\n<\/tr>\n
242<\/td>\nTable 6-H2 Maximum Allowable Shear Load Based on Global Buckling <\/td>\n<\/tr>\n
247<\/td>\nCHAPTER 7 DUCT SELECTION TABLES ” STAINLESS STEEL
7.1 INTRODUCTION
7.2 SCOPE
7.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
7.4 USE OF THE TABLES <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 7-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS <\/td>\n<\/tr>\n
251<\/td>\n7.5 DESIGN PROCESS <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 7-2 STIFFENING GUIDELINES FOR FLAT PANELS <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 7-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 7-A.3
FIGURE 7-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 7-5 STIFFENER SIZE PER STIFFENER SPACING <\/td>\n<\/tr>\n
255<\/td>\n7.6 DUCT SELECTION TABLES <\/td>\n<\/tr>\n
256<\/td>\nTable 7-A.1 Panel Pressure Capacities for Classes 1 and 5 Stainless Steel Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
258<\/td>\nTable 7-A.2 Panel Pressure Capacities for Classes 1 and 5 Stainless Steel Systems Operating at Up to 180 C <\/td>\n<\/tr>\n
260<\/td>\nTable 7-A.3 Panel Pressure Capacities for Classes 1 and 5 Stainless Steel Systems Operating at Up to 425 C <\/td>\n<\/tr>\n
263<\/td>\n7.7 AUXILIARY TABLES <\/td>\n<\/tr>\n
264<\/td>\nTable 7-B.1 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 400 mm Intervals <\/td>\n<\/tr>\n
265<\/td>\nTable 7-B.2 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 600 mm Intervals <\/td>\n<\/tr>\n
266<\/td>\nTable 7-B.3 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 800 mm Intervals <\/td>\n<\/tr>\n
267<\/td>\nTable 7-B.4 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 1000 mm Intervals <\/td>\n<\/tr>\n
268<\/td>\nTable 7-B.5 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 1250 mm Intervals <\/td>\n<\/tr>\n
269<\/td>\nTable 7-B.6 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 1600 mm Intervals <\/td>\n<\/tr>\n
270<\/td>\nTable 7-B.7 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 2000 mm Intervals <\/td>\n<\/tr>\n
271<\/td>\nTable 7-B.8 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 2500 mm Intervals <\/td>\n<\/tr>\n
272<\/td>\nTable 7-B.9 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 3000 mm Intervals <\/td>\n<\/tr>\n
273<\/td>\nTable 7-B.10 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 4000 mm Intervals <\/td>\n<\/tr>\n
274<\/td>\nTable 7-B.11 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 5000 mm Intervals <\/td>\n<\/tr>\n
275<\/td>\nTable 7-B.12 Pressure Capacity Table for Stainless Steel Reinforcements Spaced at 6000 mm Intervals <\/td>\n<\/tr>\n
276<\/td>\nTable 7-C.1 Internal Stainless Steel Pipe Support ” Allowable Load Table <\/td>\n<\/tr>\n
277<\/td>\nTable 7-C.2 Internal Stainless Steel Tube Support ” Allowable Load Table <\/td>\n<\/tr>\n
278<\/td>\nTable 7-D Stiffener Data <\/td>\n<\/tr>\n
282<\/td>\nTable 7-E Maximum Allowable Duct Load as a Function of Support Span <\/td>\n<\/tr>\n
283<\/td>\nTable 7-F Section Properties and Bending Moment Capacity of Duct <\/td>\n<\/tr>\n
284<\/td>\nTable 7-G1 Min. Flange Height and Maximum Bolt Spacing for Bolted Flanges
Table 7-G2 Maximum Bolt Hole Gage for Bolted Flange Connections <\/td>\n<\/tr>\n
285<\/td>\nTable 7-H1.a Load Ratio Alpha ( ) vs. Duct Aspect Ratio and Stiffener Spacing <\/td>\n<\/tr>\n
286<\/td>\nTable 7-H1 Maximum Allowable Shear Load Based on Localized Buckling <\/td>\n<\/tr>\n
288<\/td>\nTable 7-H2 Maximum Allowable Shear Load Based on Global Buckling <\/td>\n<\/tr>\n
293<\/td>\nCHAPTER 8 DUCT SELECTION TABLES ” ALUMINUM
8.1 INTRODUCTION
8.2 SCOPE
8.3 MINIMUM MATERIAL MECHANICAL PROPERTIES
8.4 USE OF THE TABLES <\/td>\n<\/tr>\n
296<\/td>\nFIGURE 8-1 CRITICAL LOAD DIAGRAMS FOR WORST CASE CONDITIONS <\/td>\n<\/tr>\n
297<\/td>\n8.5 DESIGN PROCESS <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 8-2 STIFFENING GUIDELINES FOR FLAT PANELS <\/td>\n<\/tr>\n
299<\/td>\nFIGURE 8-3 SAMPLE PANEL CAPACITY OPTIONS FROM TABLE 8-A.2
FIGURE 8-4 PANEL THICKNESS & DEFLECTION PER STIFFENER SPACING <\/td>\n<\/tr>\n
300<\/td>\nFIGURE 8-5 STIFFENER SIZE PER STIFFENER SPACING <\/td>\n<\/tr>\n
301<\/td>\n8.6 DUCT SELECTION TABLES <\/td>\n<\/tr>\n
302<\/td>\nTable 8-A.1 Panel Pressure Capacities for Class 1 Systems Operating at Up to 50 C <\/td>\n<\/tr>\n
304<\/td>\nTable 8-A.2 Panel Pressure Capacities for Class 1 Systems Operating at Up to 120 C <\/td>\n<\/tr>\n
306<\/td>\nTable 8-A.3 Panel Pressure Capacities for Class 1 Systems Operating at Up to 200 C <\/td>\n<\/tr>\n
309<\/td>\n8.7 AUXILIARY TABLES <\/td>\n<\/tr>\n
310<\/td>\nTable 8-B.1 Pressure Capacity Table for Aluminum Reinforcements Spaced at 400 mm Intervals <\/td>\n<\/tr>\n
311<\/td>\nTable 8-B.2 Pressure Capacity Table for Aluminum Reinforcements Spaced at 600 mm Intervals <\/td>\n<\/tr>\n
312<\/td>\nTable 8-B.3 Pressure Capacity Table for Aluminum Reinforcements Spaced at 800 mm Intervals <\/td>\n<\/tr>\n
313<\/td>\nTable 8-B.4 Pressure Capacity Table for Aluminum Reinforcements Spaced at 1000 mm Intervals <\/td>\n<\/tr>\n
314<\/td>\nTable 8-B.5 Pressure Capacity Table for Aluminum Reinforcements Spaced at 1250 mm Intervals <\/td>\n<\/tr>\n
315<\/td>\nTable 8-B.6 Pressure Capacity Table for Aluminum Reinforcements Spaced at 1600 mm Intervals <\/td>\n<\/tr>\n
316<\/td>\nTable 8-B.7 Pressure Capacity Table for Aluminum Reinforcements Spaced at 2000 mm Intervals <\/td>\n<\/tr>\n
317<\/td>\nTable 8-B.8 Pressure Capacity Table for Aluminum Reinforcements Spaced at 2500 mm Intervals <\/td>\n<\/tr>\n
318<\/td>\nTable 8-B.9 Pressure Capacity Table for Aluminum Reinforcements Spaced at 3000 mm Intervals <\/td>\n<\/tr>\n
319<\/td>\nTable 8-B.10 Pressure Capacity Table for Aluminum Reinforcements Spaced at 4000 mm Intervals <\/td>\n<\/tr>\n
320<\/td>\nTable 8-B.11 Pressure Capacity Table for Aluminum Reinforcements Spaced at 5000 mm Intervals <\/td>\n<\/tr>\n
321<\/td>\nTable 8-B.12 Pressure Capacity Table for Aluminum Reinforcements Spaced at 6000 mm Intervals <\/td>\n<\/tr>\n
322<\/td>\nTable 8-C.1 Aluminum Internal Pipe Support\u2014Allowable Load Table <\/td>\n<\/tr>\n
323<\/td>\nTable 8-C.2 Aluminum Internal Tube Support ” Allowable Load Table <\/td>\n<\/tr>\n
324<\/td>\nTable 8-D Stiffener Data <\/td>\n<\/tr>\n
328<\/td>\nTable 8-E Maximum Allowable Duct Load as a Function of Support Span <\/td>\n<\/tr>\n
329<\/td>\nTable 8-F Section Properties and Bending Moment Capacity of Duct <\/td>\n<\/tr>\n
330<\/td>\nTable 8-G1 Min. Flange Height and Maximum Bolt Spacing for Bolted Flanges
Table 8-G2 Maximum Hole Gage for Bolted Flange Connections <\/td>\n<\/tr>\n
331<\/td>\nTable 8-H1.a Load Ratio Alpha ( ) vs. Duct Aspect Ratio and Stiffener Spacing <\/td>\n<\/tr>\n
332<\/td>\nTable 8-H1 Maximum Allowable Shear Load Based on Localized Buckling <\/td>\n<\/tr>\n
334<\/td>\nTable 8-H2 Maximum Allowable Shear Load Based on Global Buckling <\/td>\n<\/tr>\n
339<\/td>\nCHAPTER 9 HANGERS AND SUPPORTS
9.1 INTRODUCTION AND SCOPE
9.2 HANGERS AND SUPPORTS COMMENTARY
9.3 GENERAL GUIDELINES <\/td>\n<\/tr>\n
340<\/td>\n9.4 METHODS FOR HANGING AND SUPPORTING DUCT
9.5 DUCT HANGERS AND SUPPORTS <\/td>\n<\/tr>\n
341<\/td>\nFIGURE 9-1 HANGER ATTACHMENTS TO STRUCTURES <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 9-2 UPPER ATTACHMENT DEVICES – TYPICAL <\/td>\n<\/tr>\n
343<\/td>\nEXAMPLE 9-1. TRAPEZE HANGER <\/td>\n<\/tr>\n
344<\/td>\nTable 9-1 Support Capacity of Horizontal Channel <\/td>\n<\/tr>\n
345<\/td>\nTable 9-2 Support Capacity of Horizontal Angle <\/td>\n<\/tr>\n
346<\/td>\nTable 9-3 Standard Steel Pipe Column – Load Tables <\/td>\n<\/tr>\n
347<\/td>\nTable 9-4 Hanger Rod Capacity
Table 9-5 Hanger Bar Capacity
Table 9-6 Hanger Angle Capacity <\/td>\n<\/tr>\n
348<\/td>\nTable 9-7 Knee Brace Hanger Capacity <\/td>\n<\/tr>\n
349<\/td>\nTable 9-8 Knee Brace Support Capacity <\/td>\n<\/tr>\n
350<\/td>\n9.6 ISO 4014\/4017 BOLTS <\/td>\n<\/tr>\n
351<\/td>\nTable 9-9 ISO 4014\/4017 Metric Dimensional Standards for Hex Bolts <\/td>\n<\/tr>\n
352<\/td>\nTable 9-10 Bolt Stress Area <\/td>\n<\/tr>\n
354<\/td>\n9.7 GASKETS, CAULKING, AND JOINT SEALANTS
Table 9-11 Gaskets, Caulking, and Joint Sealants <\/td>\n<\/tr>\n
359<\/td>\nCHAPTER 10 WELDING
10.1 INTRODUCTION
10.2 WELDED JOINT ACCEPTED INDUSTRY PRACTICE
10.3 WELDED JOINT CONSIDERATIONS <\/td>\n<\/tr>\n
361<\/td>\nTable 10-1 Allowable Stress For Stitch Welds <\/td>\n<\/tr>\n
362<\/td>\nTable 10-2 Welded Joint Designs \u2014 Butt Joints (B) <\/td>\n<\/tr>\n
363<\/td>\nTable 10-3 Welded Joint Designs \u2014 Corner and Butt Joints (C and B) <\/td>\n<\/tr>\n
364<\/td>\nTable 10-4 Welded Joint Designs \u2014 Corner and Tee Joints (C and T) <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 10-1 JOINTS, WELDS, AND GROOVES <\/td>\n<\/tr>\n
366<\/td>\n10.4 TYPES OF JOINTS AND EDGE PREPARATION
10.5 WELDING PROCEDURES <\/td>\n<\/tr>\n
368<\/td>\nTable 10-5 Gas Metal Arc Welding of Carbon Steel <\/td>\n<\/tr>\n
369<\/td>\nTable 10-6 Shielded Metal Arc Welding (SMAW) of Carbon Steel
Table 10-7 Gas Tungsten Arc Welding (GTAW) of Carbon Steel <\/td>\n<\/tr>\n
370<\/td>\nTable 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 <\/td>\n<\/tr>\n
371<\/td>\nTable 10-11 Gas Metal Arc Welding of Stainless Steel <\/td>\n<\/tr>\n
372<\/td>\nTable 10-12 Shielded Metal Arc Welding (SMAW) of Austenitic Stainless Steel
Table 10-13 Gas Tungsten Arc Welding (GTAW) of Austenitic Stainless Steel <\/td>\n<\/tr>\n
373<\/td>\nTable 10-14 Gas Metal Arc Welding of Aluminum
Table 10-15 Gas Tungsten Arc Welding (GTAW) of Aluminum <\/td>\n<\/tr>\n
374<\/td>\n10.6 WELDING SYMBOLS <\/td>\n<\/tr>\n
376<\/td>\nFIGURE 10-2 STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL
FIGURE 10-3 SUPPLEMENTARY SYMBOLS <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 10-4 TYPICAL WELD SYMBOLS USED FOR SHEET METAL AND LIGHT PLATE <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 10-5 PLATE WELDING SYMBOLS <\/td>\n<\/tr>\n
381<\/td>\nCHAPTER 11 ACCEPTED INDUSTRIAL CONSTRUCTION PRACTICES
11.1 INTRODUCTION
11.2 COMMON SEAMS AND JOINTS
11.3 FABRICATION TOLERANCES <\/td>\n<\/tr>\n
382<\/td>\nFIGURE 11-1 LONGITUDINAL SEAMS <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 11-2 LONGITUDINAL SEAMS (CONTINUED) <\/td>\n<\/tr>\n
384<\/td>\nFIGURE 11-3 TRANSVERSE SEAMS OR JOINTS <\/td>\n<\/tr>\n
385<\/td>\nFIGURE 11-4 CROSSBRAKING LIGHT GAGE PANELS <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 11-5 TYPES OF STIFFENERS <\/td>\n<\/tr>\n
387<\/td>\nFIGURE 11-6 TYPES OF STIFFENERS (CONTINUED) <\/td>\n<\/tr>\n
388<\/td>\nFIGURE 11-7 INTERNAL PIPE SUPPORTS <\/td>\n<\/tr>\n
389<\/td>\nFIGURE 11-8 TYPES OF FLANGED CONNECTIONS <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 11-9 EXPANSION JOINTS <\/td>\n<\/tr>\n
391<\/td>\nFIGURE 11-10 FLEXIBLE CONNECTIONS <\/td>\n<\/tr>\n
392<\/td>\nFIGURE 11-11 ACCESS DOORS <\/td>\n<\/tr>\n
393<\/td>\nFIGURE 11-12 EXPLOSION DOOR <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 11-13 VARIOUS FITTINGS <\/td>\n<\/tr>\n
397<\/td>\nCHAPTER 12 GUIDE SPECIFICATION
12.1 INTRODUCTION
12.2 DRAWINGS
12.3 SEISMIC RESTRAINT PROVISIONS
12.4 GUIDE SPECIFICATION <\/td>\n<\/tr>\n
411<\/td>\nAPPENDIX A SUPPLEMENTARY DESIGN DATA
A.1 INTRODUCTION <\/td>\n<\/tr>\n
412<\/td>\nFIGURE A-1 BASIC WIND SPEED (KPH) <\/td>\n<\/tr>\n
413<\/td>\nTable A-1 Conversion of Wind Loads <\/td>\n<\/tr>\n
414<\/td>\nFIGURE A-2 SNOW GROUND LOAD ” WESTERN U.S. (LB\/SQ FT) <\/td>\n<\/tr>\n
415<\/td>\nFIGURE A-3 SNOW GROUND LOAD ” EASTERN U.S. (LB\/SQ FT) <\/td>\n<\/tr>\n
416<\/td>\nFIGURE A-4 GLAZE ICE ACCRETION ZONE <\/td>\n<\/tr>\n
417<\/td>\nTable A-2 Insulation Physical Data <\/td>\n<\/tr>\n
418<\/td>\nTable A-3 Lagging Physical Data <\/td>\n<\/tr>\n
419<\/td>\nTable A-4 Thermal Expansion Chart <\/td>\n<\/tr>\n
423<\/td>\nAPPENDIX B COMMENTARY ON SURFACE PREPARATION TECHNIQUES
B.1 INTRODUCTION
B.2 METAL SURFACE PREPARATION <\/td>\n<\/tr>\n
424<\/td>\nTable B-1 Surface Conditions and Recommended Treatment
Table B-2 Surface Preparation Methods <\/td>\n<\/tr>\n
427<\/td>\nAPPENDIX C REFERENCED DOCUMENTS
C.1 ISO STANDARDS <\/td>\n<\/tr>\n
428<\/td>\nC.2 ANSI STANDARDS
C.3 SMACNA STANDARDS
C.4 OTHER STANDARDS
C.5 OTHER RESOURCES <\/td>\n<\/tr>\n
431<\/td>\nGLOSSARY <\/td>\n<\/tr>\n
441<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Rectangular Industrial Duct Construction Standards, Metric (SI) Version<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
SMACNA<\/b><\/a><\/td>\n2007<\/td>\n444<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":28926,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2703],"product_tag":[],"class_list":{"0":"post-28925","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-smacna","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/28925","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/28926"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=28925"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=28925"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=28925"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}