{"id":401297,"date":"2024-10-20T04:55:40","date_gmt":"2024-10-20T04:55:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-sts-1-2021\/"},"modified":"2024-10-26T08:42:51","modified_gmt":"2024-10-26T08:42:51","slug":"asme-sts-1-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-sts-1-2021\/","title":{"rendered":"ASME STS 1 2021"},"content":{"rendered":"

This Standard applies to stacks where the primary supporting shell is made of steel (steel stacks). It applies to both single-and multiple-walled steel stacks, either of which can be lined or unlined. This Standard also applies to steel stacks that are guyed, or to certain aspects of tower stacks. The stack may be supported on a foundation or from another structure. This Standard covers mechanical and structural design, material selection, linings, coatings, and stack inspection and maintenance. Additional requirements for lighting and lightning protection, design for wind- and seismic-induced vibrations, and OSHA based climbing and access requirements are included. This Standard is intended for use with stacks containing nonflammable gases, such as combustion exhaust gases at low internal pressures, though may be applied to those stacks containing flammable gases after modification by an experienced individual.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
7<\/td>\nFOREWORD <\/td>\n<\/tr>\n
8<\/td>\nASME STS COMMITTEE ROSTER <\/td>\n<\/tr>\n
9<\/td>\nCORRESPONDENCE WITH THE STS COMMITTEE <\/td>\n<\/tr>\n
11<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
12<\/td>\nASME STS-1\u20132021 SUMMARY OF CHANGES <\/td>\n<\/tr>\n
14<\/td>\n1 MECHANICAL DESIGN
1.1 Scope
1.2 General
1.3 Size Selection (Height, Diameter, and Shape) <\/td>\n<\/tr>\n
15<\/td>\n1.4 Available Draft
1.5 Heat Loss (See Nonmandatory Appendix A, Figures A-2 Through A-9) <\/td>\n<\/tr>\n
16<\/td>\n1.6 Thermal Expansion
1.7 Appurtenances <\/td>\n<\/tr>\n
17<\/td>\n1.8 Symbols for Section 1
1.9 Definitions for Section 1
2 MATERIALS
2.1 Scope
2.2 Materials <\/td>\n<\/tr>\n
20<\/td>\n3 LININGS AND COATINGS
3.1 Scope
3.2 Linings <\/td>\n<\/tr>\n
23<\/td>\n3.3 Coatings <\/td>\n<\/tr>\n
25<\/td>\n3.4 Corrosion <\/td>\n<\/tr>\n
26<\/td>\n3.5 Insulation, Jacketing, and Strapping
4 STRUCTURAL DESIGN
4.1 Scope
4.2 General
4.3 Applied Loading <\/td>\n<\/tr>\n
28<\/td>\n4.4 Allowable Stresses <\/td>\n<\/tr>\n
30<\/td>\n4.5 Deflections
Tables
Table 4.4.6-1 Minimum Fabricated Plate Thickness and Maximum Stiffener Spacing <\/td>\n<\/tr>\n
31<\/td>\n4.6 Structural Shell Discontinuities
4.7 Base
4.8 Anchor Bolts
4.9 False Bottom
4.10 Foundation
4.11 Guyed Stacks <\/td>\n<\/tr>\n
32<\/td>\n4.12 Braced and Tower-Supported Stacks
Table 4.11.1.3-1 Cable Selection Criteria <\/td>\n<\/tr>\n
33<\/td>\n4.13 Stacks with Refractory-Concrete Lining <\/td>\n<\/tr>\n
34<\/td>\n4.14 Symbols and Definitions for Section 4 <\/td>\n<\/tr>\n
35<\/td>\n5 DYNAMIC WIND LOADS
5.1 Scope
5.2 Dynamic Responses <\/td>\n<\/tr>\n
36<\/td>\n5.3 Prevention of Excessive Vibrations
Table 5.2.1.2-1 Representative Structural Damping Values, \u03b2s <\/td>\n<\/tr>\n
37<\/td>\n5.4 Symbols and Definitions for Section 5
6 ACCESS AND SAFETY
6.1 Scope
6.2 General <\/td>\n<\/tr>\n
38<\/td>\n6.3 Fixed Ladders <\/td>\n<\/tr>\n
39<\/td>\nFigures
Figure 6.2.6-1 Example of the General Construction of Cages <\/td>\n<\/tr>\n
40<\/td>\nFigure 6.2.6-2 Minimum Ladder Clearances <\/td>\n<\/tr>\n
41<\/td>\nFigure 6.3.6-1 Ladder Dimensions, Support Spacing, and Side Clearances <\/td>\n<\/tr>\n
42<\/td>\nFigure 6.3.7-1 Length of Climb <\/td>\n<\/tr>\n
44<\/td>\nFigure 6.3.9-1 Landing Platform Dimensions <\/td>\n<\/tr>\n
45<\/td>\n6.4 Work Platforms
6.5 Scaffolding and Hoists Used for Construction of Steel Stacks
6.6 Thermal Protection
7 ELECTRICAL
7.1 Scope
7.2 General <\/td>\n<\/tr>\n
46<\/td>\n7.3 Aviation Obstruction Light System
7.4 Lightning Protection
7.5 Convenience Lighting
7.6 Convenience Power Outlets
7.7 Instrumentation: Sampling
8 FABRICATION AND ERECTION
8.1 Purpose
8.2 Scope <\/td>\n<\/tr>\n
47<\/td>\n8.3 Welding
8.4 Welding Inspection and Nondestructive Testing
8.5 Tolerances
8.6 Shop Fabrication and Field Erection <\/td>\n<\/tr>\n
48<\/td>\n8.7 Grouting
8.8 Handling and Storage
9 INSPECTION AND MAINTENANCE
9.1 Purpose
9.2 Scope
9.3 Common Problems <\/td>\n<\/tr>\n
49<\/td>\n9.4 Inspection <\/td>\n<\/tr>\n
50<\/td>\n9.5 Maintenance
10 REFERENCES <\/td>\n<\/tr>\n
53<\/td>\nTable I-1 Terrain Exposure Constants
MANDATORY APPENDIX I STRUCTURAL DESIGN \u2014 GUST EFFECT FACTOR CALCULATION <\/td>\n<\/tr>\n
54<\/td>\nFigure I-1 Topographic Factor, Kzt <\/td>\n<\/tr>\n
55<\/td>\nTable I-2 Risk Category of Buildings and Other Structures for Flood, Wind, Snow, and Earthquake Loads <\/td>\n<\/tr>\n
56<\/td>\nTable I-3 Velocity Pressure Exposure Coefficients, Kz <\/td>\n<\/tr>\n
57<\/td>\nTable I-4 Force Coefficients, Cf <\/td>\n<\/tr>\n
58<\/td>\nFigure A-1 Friction Factor, f, as Related to Reynolds Number and Stack Diameter
NONMANDATORY APPENDIX A MECHANICAL DESIGN <\/td>\n<\/tr>\n
59<\/td>\nFigure A-2 External Heat Transfer Coefficient for Forced and Natural Convection <\/td>\n<\/tr>\n
60<\/td>\nFigure A-3 Effect of a Change in the Ambient Air-Free Stream Temperature on the External Heat Transfer Coefficient for Forced Convection <\/td>\n<\/tr>\n
61<\/td>\nFigure A-4 Heat Transfer Coefficient for the Air Gap Between Two Walls of a Double-Walled Metal Chimney (Mean Temperature 200\u00b0F Through 400\u00b0F) <\/td>\n<\/tr>\n
62<\/td>\nFigure A-5 Heat Transfer Coefficient for the Air Gap Between Two Walls of a Double-Walled Metal Chimney (Mean Temperature 500\u00b0F and 600\u00b0F) <\/td>\n<\/tr>\n
63<\/td>\nFigure A-6 Internal Heat Transfer Coefficient vs. Velocity at Film Temperature: 200\u00b0F <\/td>\n<\/tr>\n
64<\/td>\nFigure A-7 Internal Heat Transfer Coefficient vs. Velocity at Film Temperature: 300\u00b0F <\/td>\n<\/tr>\n
65<\/td>\nFigure A-8 Internal Heat Transfer Coefficient vs. Velocity at Film Temperature: 500\u00b0F <\/td>\n<\/tr>\n
66<\/td>\nFigure A-9 Internal Heat Transfer Coefficient vs. Velocity at Film Temperature: 1,000\u00b0F <\/td>\n<\/tr>\n
67<\/td>\nFigure A-10 Flue Size <\/td>\n<\/tr>\n
68<\/td>\nFigure A-11 Natural Draft <\/td>\n<\/tr>\n
69<\/td>\nFigure A-12 Friction Loss <\/td>\n<\/tr>\n
70<\/td>\nFigure A-13 Exit Loss and Entrance <\/td>\n<\/tr>\n
71<\/td>\nTable A-1 K Factors for Breeching Entrance Angle <\/td>\n<\/tr>\n
72<\/td>\nTable B-1 ASTM A36 Carbon Steel
NONMANDATORY APPENDIX B MATERIALS FOR AMBIENT AND ELEVATED TEMPERATURE SERVICE <\/td>\n<\/tr>\n
73<\/td>\nTable B-2 ASTM A387 Grade 11 Alloy Steel <\/td>\n<\/tr>\n
75<\/td>\nTable B-3 ASTM A387 Grade 12 Alloy Steel <\/td>\n<\/tr>\n
76<\/td>\nTable B-4 ASTM A242 Type 1, A606 Type 4 (Corten A) <\/td>\n<\/tr>\n
77<\/td>\nTable B-5 ASTM A588 Grade A, A709 (Corten B) <\/td>\n<\/tr>\n
78<\/td>\nTable B-6 ASTM A240 Stainless Steel Type 410 <\/td>\n<\/tr>\n
79<\/td>\nTable B-7 ASTM A240 Stainless Steel Type 304 <\/td>\n<\/tr>\n
80<\/td>\nTable B-8 ASTM A240 Stainless Steel Type 316 <\/td>\n<\/tr>\n
81<\/td>\nTable B-9 ASTM A240 Stainless Steel Type 304L <\/td>\n<\/tr>\n
82<\/td>\nTable B-10 ASTM A240 Stainless Steel Type 316L <\/td>\n<\/tr>\n
83<\/td>\nTable B-11 ASTM A240 Stainless Steel Type 317 <\/td>\n<\/tr>\n
84<\/td>\nTable B-12 ASTM A516 Grade 70 <\/td>\n<\/tr>\n
85<\/td>\nTable B-13 ASTM A240 Stainless Steel Type 309 <\/td>\n<\/tr>\n
86<\/td>\nTable B-14 ASTM A240 Stainless Steel Type 310 <\/td>\n<\/tr>\n
87<\/td>\nTable B-15 Other Stainless Steels, Nickel Alloys, and Titanium Used for Stacks and Chimney Liners
Table B-16 Thermal Coefficients of Expansion <\/td>\n<\/tr>\n
88<\/td>\nTable B-17 Maximum Nonscaling Temperature <\/td>\n<\/tr>\n
89<\/td>\nNONMANDATORY APPENDIX C LININGS AND COATINGS <\/td>\n<\/tr>\n
90<\/td>\nFigure C-1 Dewpoint Versus Sulfur Trioxide Concentration <\/td>\n<\/tr>\n
91<\/td>\nFigure C-2 Sulfuric Acid Saturation Curve <\/td>\n<\/tr>\n
92<\/td>\nTable C-1 Suggested Suitability of Linings for Steel Stacks to Withstand Chemical and Temperature Environments of Flue Gases <\/td>\n<\/tr>\n
93<\/td>\nTable C-2 Suggested Stack Coating Characteristics and Classifications <\/td>\n<\/tr>\n
94<\/td>\nFigure D-1 Normalized Response Spectrum Values
NONMANDATORY APPENDIX D STRUCTURAL DESIGN <\/td>\n<\/tr>\n
95<\/td>\nFigure D-2 Seismic Zone Map <\/td>\n<\/tr>\n
97<\/td>\nTable D-1 Special Values for Maximum Ground Acceleration of 1.0g
Table D-2 Response Spectrum Scaling Ratio Versus Av <\/td>\n<\/tr>\n
98<\/td>\nTable D-3 Allowable Creep Stress of Carbon Steel at Elevated Temperature <\/td>\n<\/tr>\n
99<\/td>\nTable D-4 Creep and Rupture Properties of Type 410 Stainless Steel
Table D-5 Creep and Rupture Properties of Type 304 Stainless Steel
Table D-6 Creep and Rupture Properties of Type 316 Stainless Steel
Table D-7 Creep and Rupture Properties of Type 317 Stainless Steel <\/td>\n<\/tr>\n
100<\/td>\nNONMANDATORY APPENDIX E EXAMPLE CALCULATIONS
E-1 EXAMPLE CALCULATIONS <\/td>\n<\/tr>\n
101<\/td>\nTable E-1.1-1 Example 1: Velocity Pressure, qz, Calculations <\/td>\n<\/tr>\n
102<\/td>\nTable E-1.2-1 Example 2: Gust Effect Factor, Gf, Calculations <\/td>\n<\/tr>\n
103<\/td>\nTable E-1.3-1 Stack 1 Along Wind Loading
E-2 VORTEX SHEDDING DESIGN (THIS METHODOLOGY IS NOT AN EXAMPLE) <\/td>\n<\/tr>\n
104<\/td>\nE-3 COMPUTATION OF VORTEX-INDUCED RESPONSE (THIS METHODOLOGY IS NOT AN EXAMPLE) <\/td>\n<\/tr>\n
105<\/td>\nTable E-1.5-1 Example 5: Earthquake Response Spectrum Example Calculations <\/td>\n<\/tr>\n
107<\/td>\nTable E-4-1 Mode Shape by Element
Table E-4-2 Equivalent Fatique and Static Loads by Element
E-4 VORTEX SHEDDING EXAMPLE (EXAMPLE CALCULATION) <\/td>\n<\/tr>\n
110<\/td>\nTable F-1 Length
Table F-2 Area
Table F-3 Volume (Capacity)
Table F-4 Kinematic Viscosity (Thermal Diffusivity)
Table F-5 Force
Table F-6 Force\/Length
Table F-7 Pressure or Stress (Force per Area)
NONMANDATORY APPENDIX F CONVERSION FACTORS: U.S. CUSTOMARY TO SI (METRIC) <\/td>\n<\/tr>\n
111<\/td>\nTable F-8 Bending Moment (Torque)
Table F-9 Mass
Table F-10 Mass per Area
Table F-11 Mass per Volume
Table F-12 Temperatures
Table F-13 Heat
Table F-14 Velocity
Table F-15 Acceleration <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME STS-1-2021 Steel Stacks<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2021<\/td>\n112<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":401304,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-401297","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","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\/401297","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\/401304"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=401297"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=401297"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=401297"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}