{"id":169455,"date":"2024-10-19T10:24:47","date_gmt":"2024-10-19T10:24:47","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-sts-1-2016\/"},"modified":"2024-10-25T02:35:21","modified_gmt":"2024-10-25T02:35:21","slug":"asme-sts-1-2016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-sts-1-2016\/","title":{"rendered":"ASME STS 1 2016"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
5<\/td>\nFOREWORD <\/td>\n<\/tr>\n
6<\/td>\nCOMMITTEE ROSTER <\/td>\n<\/tr>\n
7<\/td>\nCORRESPONDENCE WITH THE STS COMMITTEE <\/td>\n<\/tr>\n
9<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
10<\/td>\n1 MECHANICAL DESIGN
1.1 Scope
1.2 General
1.3 Size Selection Height, Diameter, and Shape <\/td>\n<\/tr>\n
11<\/td>\n1.4 Available Draft
1.5 Heat Loss See Nonmandatory Appendix A, Figs. A-2 Through A-9 <\/td>\n<\/tr>\n
12<\/td>\n1.6 Thermal Expansion
1.7 Appurtenances <\/td>\n<\/tr>\n
13<\/td>\n1.8 Mechanical Section Symbols
1.9 Mechanical Section Definitions
2 MATERIALS
2.1 Scope
2.2 Materials <\/td>\n<\/tr>\n
16<\/td>\n3 LININGS AND COATINGS
3.1 Scope
3.2 Linings <\/td>\n<\/tr>\n
18<\/td>\n3.3 Coatings <\/td>\n<\/tr>\n
20<\/td>\n3.4 Corrosion <\/td>\n<\/tr>\n
21<\/td>\n3.5 Insulation, Jacketing, and Strapping
4 STRUCTURAL DESIGN
4.1 Scope <\/td>\n<\/tr>\n
22<\/td>\n4.2 General
4.3 Applied Loading <\/td>\n<\/tr>\n
24<\/td>\n4.4 Allowable Stresses <\/td>\n<\/tr>\n
25<\/td>\nTables
Table 4.4.6-1 Factors of Safety <\/td>\n<\/tr>\n
26<\/td>\n4.5 Deflections
4.6 Structural Shell Discontinuities
Table 4.4.7-1 Minimum Fabricated Plate Thickness and Maximum Stiffener Spacing <\/td>\n<\/tr>\n
27<\/td>\n4.7 Base
4.8 Anchor Bolts
4.9 False Bottom
4.10 Foundation
4.11 Guyed Stacks <\/td>\n<\/tr>\n
28<\/td>\n4.12 Braced and Tower-Supported Stacks
Table 4.11.1.3-1 Cable Selection Criteria <\/td>\n<\/tr>\n
29<\/td>\n4.13 Section 4 Symbols and Definitions <\/td>\n<\/tr>\n
30<\/td>\n5 DYNAMIC WIND LOADS
5.1 Scope
5.2 Dynamic Responses <\/td>\n<\/tr>\n
31<\/td>\nTable 5.2.1.2-1 Representative Structural Damping Values (Bs) <\/td>\n<\/tr>\n
32<\/td>\n5.3 Prevention of Excessive Vibrations
5.4 Section 5 Symbols and Definitions <\/td>\n<\/tr>\n
33<\/td>\n6 ACCESS AND SAFETY
6.1 Scope
6.2 General <\/td>\n<\/tr>\n
34<\/td>\n6.3 Fixed Ladders
Figures
Fig. 6.2.6-1 Example of the General Construction of Cages <\/td>\n<\/tr>\n
35<\/td>\nFig. 6.2.6-2 Minimum Ladder Clearances <\/td>\n<\/tr>\n
36<\/td>\nFig. 6.3.6-1 Ladder Dimensions, Support Spacing, and Side Clearances <\/td>\n<\/tr>\n
37<\/td>\nFig. 6.3.8-1 Landing Platform Dimensions <\/td>\n<\/tr>\n
38<\/td>\n6.4 Work Platforms
6.5 Scaffolding and Hoists Used for Construction of Steel Stacks <\/td>\n<\/tr>\n
39<\/td>\n6.6 Thermal Protection
7 ELECTRICAL
7.1 Scope
7.2 General
7.3 Aviation Obstruction Light System
7.4 Lightning Protection <\/td>\n<\/tr>\n
40<\/td>\n7.5 Convenience Lighting
7.6 Convenience Power Outlets
7.7 Instrumentation: Sampling
8 FABRICATION AND ERECTION
8.1 Purpose
8.2 Scope
8.3 Welding
8.4 Welding Inspection and Nondestructive Testing
8.5 Tolerances <\/td>\n<\/tr>\n
41<\/td>\n8.6 Shop Fabrication and Field Erection
8.7 Grouting
8.8 Handling and Storage
9 INSPECTION AND MAINTENANCE
9.1 Purpose <\/td>\n<\/tr>\n
42<\/td>\n9.2 Scope
9.3 Common Problems
9.4 Inspection <\/td>\n<\/tr>\n
43<\/td>\n9.5 Maintenance
10 REFERENCES <\/td>\n<\/tr>\n
46<\/td>\nMANDATORY APPENDIX I STRUCTURAL DESIGN Gust Effect Factor Calculation <\/td>\n<\/tr>\n
47<\/td>\nFig. I-1 Basic Wind Speed (ASCE 7-05) <\/td>\n<\/tr>\n
49<\/td>\nFig. I-1a Basic Wind Speed Western Gulf of Mexico Hurricane Coastline (ASCE 7-05) <\/td>\n<\/tr>\n
50<\/td>\nFig. I-1b Basic Wind Speed Eastern Gulf of Mexico and Southeastern U.S. Hurricane Coastline (ASCE 7-05) <\/td>\n<\/tr>\n
51<\/td>\nFig. I-1c Basic Wind Speed Mid and Northern Atlantic Hurricane Coastline (ASCE 7-05) <\/td>\n<\/tr>\n
52<\/td>\nFig. I-2 Topographic Factor, Kzt <\/td>\n<\/tr>\n
53<\/td>\nTable I-1 Terrain Exposure Constants <\/td>\n<\/tr>\n
54<\/td>\nTable I-2 Classification of Buildings and Other Structures for Flood, Wind, Snow, and Earthquake Loads <\/td>\n<\/tr>\n
55<\/td>\nTable I-3 Importance Factor, I (Wind Loads)
Table I-4 Velocity Pressure Exposure Coefficients, Kz <\/td>\n<\/tr>\n
56<\/td>\nTable I-5 Force Coefficients, Cf <\/td>\n<\/tr>\n
57<\/td>\nFig. A-1 Friction Factor, f, as Related to Reynolds Number and Stack Diameter
NONMANDATORY APPENDIX A MECHANICAL DESIGN <\/td>\n<\/tr>\n
58<\/td>\nFig. A-2 External Heat Transfer Coefficient for Forced and Natural Convection <\/td>\n<\/tr>\n
59<\/td>\nFig. 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>\nFig. 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
62<\/td>\nFig. A-6 Internal Heat Transfer Coefficient (Btu\/hr-ft2 \u00b0F) vs. Velocity (ft\/sec) Film Temperature: 200\u00b0F <\/td>\n<\/tr>\n
63<\/td>\nFig. A-7 Internal Heat Transfer Coefficient (Btu\/hr-ft2 \u00b0F) vs. Velocity (ft\/sec) Film Temperature: 300\u00b0F <\/td>\n<\/tr>\n
64<\/td>\nFig. A-8 Internal Heat Transfer Coefficient (Btu\/hr-ft2 \u00b0F) vs. Velocity (ft\/sec) Film Temperature: 500\u00b0F <\/td>\n<\/tr>\n
65<\/td>\nFig. A-9 Internal Heat Transfer Coefficient (Btu\/hr-ft2 \u00b0F) vs. Velocity (ft\/sec) Film Temperature: 1,000\u00b0F <\/td>\n<\/tr>\n
66<\/td>\nFig. A-10 Flue Size <\/td>\n<\/tr>\n
67<\/td>\nFig. A-11 Natural Draft <\/td>\n<\/tr>\n
68<\/td>\nFig. A-12 Friction Loss <\/td>\n<\/tr>\n
69<\/td>\nFig. A-13 Exit Loss and Entrance <\/td>\n<\/tr>\n
70<\/td>\nTable A-1 K Factors for Breeching Entrance Angle <\/td>\n<\/tr>\n
71<\/td>\nTable B-1 ASTM A36 Carbon Steel
NONMANDATORY APPENDIX B MATERIALS FOR AMBIENT AND ELEVATED TEMPERATURE SERVICE <\/td>\n<\/tr>\n
72<\/td>\nTable B-2 ASTM A387 GRADE 11 Alloy Steel <\/td>\n<\/tr>\n
73<\/td>\nTable B-3 ASTM A387 GRADE 12 Alloy Steel <\/td>\n<\/tr>\n
74<\/td>\nTable B-4 ASTM A242 Type 1, A606 Type 4 (Corten A) <\/td>\n<\/tr>\n
75<\/td>\nTable B-5 ASTM A588 GRADE A, A709 (Corten B) <\/td>\n<\/tr>\n
76<\/td>\nTable B-6 ASTM A240 Stainless Steel Type 410 <\/td>\n<\/tr>\n
77<\/td>\nTable B-7 ASTM A240 Stainless Steel Type 304 <\/td>\n<\/tr>\n
78<\/td>\nTable B-8 ASTM A240 Stainless Steel Type 316 <\/td>\n<\/tr>\n
79<\/td>\nTable B-9 ASTM A240 Stainless Steel Type 304L <\/td>\n<\/tr>\n
80<\/td>\nTable B-10 ASTM A240 Stainless Steel Type 316L <\/td>\n<\/tr>\n
81<\/td>\nTable B-11 ASTM A240 Stainless Steel Type 317 <\/td>\n<\/tr>\n
82<\/td>\nTable B-12 ASTM A516 Grade 70 <\/td>\n<\/tr>\n
83<\/td>\nTable B-13 ASTM A240 Stainless Steel Type 309 <\/td>\n<\/tr>\n
84<\/td>\nTable B-14 ASTM A240 Stainless Steel Type 310
Table B-15 Other Stainless Steels, Nickel Alloys, and Titanium Used for Stacks and Chimney Liners <\/td>\n<\/tr>\n
85<\/td>\nTable B-16 Thermal Coefficients of Expansion
Table B-17 Maximum Nonscaling Temperature <\/td>\n<\/tr>\n
86<\/td>\nNONMANDATORY APPENDIX C LININGS AND COATINGS <\/td>\n<\/tr>\n
87<\/td>\nFig. C-1 Dewpoint in Stack Gases <\/td>\n<\/tr>\n
88<\/td>\nFig. C-2 Sulfuric Acid Saturation Curve <\/td>\n<\/tr>\n
89<\/td>\nTable C-1 Suggested Suitability of Linings for Steel Stacks to Withstand Chemical and Temperature Environments of Flue Gases <\/td>\n<\/tr>\n
90<\/td>\nTable C-2 Suggested Stack Coating Characteristics and Classifications <\/td>\n<\/tr>\n
91<\/td>\nFig. D-1 Normalized Response Spectrum Values
NONMANDATORY APPENDIX D STRUCTURAL DESIGN <\/td>\n<\/tr>\n
92<\/td>\nFig. D-2 Seismic Zone Map <\/td>\n<\/tr>\n
94<\/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
95<\/td>\nTable D-3 Allowable Creep Stress of Carbon Steel at Elevated Temperature <\/td>\n<\/tr>\n
96<\/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
97<\/td>\nTable E-1.1-1 Example 1: Velocity Pressure, qz, Calculations
NONMANDATORY APPENDIX E EXAMPLE CALCULATIONS
E-1 EXAMPLE CALCULATIONS
E-1.1 Example 1
E-1.2 Example 2
E-1.3 Example 3: Calculation Along Wind Loads <\/td>\n<\/tr>\n
98<\/td>\nTable E-1.2-1 Example 2: Gust Effect Factor, Gf, Calculations <\/td>\n<\/tr>\n
99<\/td>\nTable E-1.3-1 Stack Along Wind Loading <\/td>\n<\/tr>\n
100<\/td>\nE-1.4 Example 4: Earthquake Response Calculation
E-1.5 Example 5
E-2 VORTEX SHEDDING DESIGN THIS METHODOLOGY IS NOT AN EXAMPLE
E-2.1 General Theory <\/td>\n<\/tr>\n
101<\/td>\nTable E-1.5-1 Example 5: Earthquake Response Spectrum Example Calculations <\/td>\n<\/tr>\n
102<\/td>\nE-3 COMPUTATION OF VORTEX-INDUCED RESPONSE THIS METHODOLOGY IS NOT AN EXAMPLE
E-3.1 Evaluation of Loads Due to Vortex Shedding
E-3.2 Practical Application
E-3.3 Equivalent Static Loads
E-3.4 Variable Diameter Stacks <\/td>\n<\/tr>\n
103<\/td>\nTable E-4-1 Mode Shape by Element
Table E-4-2 Equivalent Fatique and Static Loads by Element
E-3.5 Symbols and Definitions
E-4 VORTEX SHEDDING EXAMPLE EXAMPLE CALCULATION <\/td>\n<\/tr>\n
106<\/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)
Table F-8 Bending Moment (Torque)
Table F-9 Mass
Table F-10 Mass per Area
NONMANDATORY APPENDIX F CONVERSION FACTORS: U.S. CUSTOMARY TO SI METRIC <\/td>\n<\/tr>\n
107<\/td>\nTable 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 STS-1 – 2016 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>\n2016<\/td>\n110<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":169456,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-169455","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\/169455","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\/169456"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=169455"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=169455"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=169455"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}