ASME STS 1 2016

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ASME STS-1 STS-1 – 2016 Steel Stacks

Published By	Publication Date	Number of Pages
ASME	2016	110

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Description

PDF Catalog

PDF Pages	PDF Title
4	CONTENTS
5	FOREWORD
6	COMMITTEE ROSTER
7	CORRESPONDENCE WITH THE STS COMMITTEE
9	INTRODUCTION
10	1 MECHANICAL DESIGN 1.1 Scope 1.2 General 1.3 Size Selection Height, Diameter, and Shape
11	1.4 Available Draft 1.5 Heat Loss See Nonmandatory Appendix A, Figs. A-2 Through A-9
12	1.6 Thermal Expansion 1.7 Appurtenances
13	1.8 Mechanical Section Symbols 1.9 Mechanical Section Definitions 2 MATERIALS 2.1 Scope 2.2 Materials
16	3 LININGS AND COATINGS 3.1 Scope 3.2 Linings
18	3.3 Coatings
20	3.4 Corrosion
21	3.5 Insulation, Jacketing, and Strapping 4 STRUCTURAL DESIGN 4.1 Scope
22	4.2 General 4.3 Applied Loading
24	4.4 Allowable Stresses
25	Tables Table 4.4.6-1 Factors of Safety
26	4.5 Deflections 4.6 Structural Shell Discontinuities Table 4.4.7-1 Minimum Fabricated Plate Thickness and Maximum Stiffener Spacing
27	4.7 Base 4.8 Anchor Bolts 4.9 False Bottom 4.10 Foundation 4.11 Guyed Stacks
28	4.12 Braced and Tower-Supported Stacks Table 4.11.1.3-1 Cable Selection Criteria
29	4.13 Section 4 Symbols and Definitions
30	5 DYNAMIC WIND LOADS 5.1 Scope 5.2 Dynamic Responses
31	Table 5.2.1.2-1 Representative Structural Damping Values (Bs)
32	5.3 Prevention of Excessive Vibrations 5.4 Section 5 Symbols and Definitions
33	6 ACCESS AND SAFETY 6.1 Scope 6.2 General
34	6.3 Fixed Ladders Figures Fig. 6.2.6-1 Example of the General Construction of Cages
35	Fig. 6.2.6-2 Minimum Ladder Clearances
36	Fig. 6.3.6-1 Ladder Dimensions, Support Spacing, and Side Clearances
37	Fig. 6.3.8-1 Landing Platform Dimensions
38	6.4 Work Platforms 6.5 Scaffolding and Hoists Used for Construction of Steel Stacks
39	6.6 Thermal Protection 7 ELECTRICAL 7.1 Scope 7.2 General 7.3 Aviation Obstruction Light System 7.4 Lightning Protection
40	7.5 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
41	8.6 Shop Fabrication and Field Erection 8.7 Grouting 8.8 Handling and Storage 9 INSPECTION AND MAINTENANCE 9.1 Purpose
42	9.2 Scope 9.3 Common Problems 9.4 Inspection
43	9.5 Maintenance 10 REFERENCES
46	MANDATORY APPENDIX I STRUCTURAL DESIGN Gust Effect Factor Calculation
47	Fig. I-1 Basic Wind Speed (ASCE 7-05)
49	Fig. I-1a Basic Wind Speed Western Gulf of Mexico Hurricane Coastline (ASCE 7-05)
50	Fig. I-1b Basic Wind Speed Eastern Gulf of Mexico and Southeastern U.S. Hurricane Coastline (ASCE 7-05)
51	Fig. I-1c Basic Wind Speed Mid and Northern Atlantic Hurricane Coastline (ASCE 7-05)
52	Fig. I-2 Topographic Factor, Kzt
53	Table I-1 Terrain Exposure Constants
54	Table I-2 Classification of Buildings and Other Structures for Flood, Wind, Snow, and Earthquake Loads
55	Table I-3 Importance Factor, I (Wind Loads) Table I-4 Velocity Pressure Exposure Coefficients, Kz
56	Table I-5 Force Coefficients, Cf
57	Fig. A-1 Friction Factor, f, as Related to Reynolds Number and Stack Diameter NONMANDATORY APPENDIX A MECHANICAL DESIGN
58	Fig. A-2 External Heat Transfer Coefficient for Forced and Natural Convection
59	Fig. A-3 Effect of a Change in the Ambient Air-Free Stream Temperature on the External Heat Transfer Coefficient for Forced Convection
61	Fig. A-5 Heat Transfer Coefficient for the Air Gap Between Two Walls of a Double-Walled Metal Chimney (Mean Temperature 500°F and 600°F)
62	Fig. A-6 Internal Heat Transfer Coefficient (Btu/hr-ft2 °F) vs. Velocity (ft/sec) Film Temperature: 200°F
63	Fig. A-7 Internal Heat Transfer Coefficient (Btu/hr-ft2 °F) vs. Velocity (ft/sec) Film Temperature: 300°F
64	Fig. A-8 Internal Heat Transfer Coefficient (Btu/hr-ft2 °F) vs. Velocity (ft/sec) Film Temperature: 500°F
65	Fig. A-9 Internal Heat Transfer Coefficient (Btu/hr-ft2 °F) vs. Velocity (ft/sec) Film Temperature: 1,000°F
66	Fig. A-10 Flue Size
67	Fig. A-11 Natural Draft
68	Fig. A-12 Friction Loss
69	Fig. A-13 Exit Loss and Entrance
70	Table A-1 K Factors for Breeching Entrance Angle
71	Table B-1 ASTM A36 Carbon Steel NONMANDATORY APPENDIX B MATERIALS FOR AMBIENT AND ELEVATED TEMPERATURE SERVICE
72	Table B-2 ASTM A387 GRADE 11 Alloy Steel
73	Table B-3 ASTM A387 GRADE 12 Alloy Steel
74	Table B-4 ASTM A242 Type 1, A606 Type 4 (Corten A)
75	Table B-5 ASTM A588 GRADE A, A709 (Corten B)
76	Table B-6 ASTM A240 Stainless Steel Type 410
77	Table B-7 ASTM A240 Stainless Steel Type 304
78	Table B-8 ASTM A240 Stainless Steel Type 316
79	Table B-9 ASTM A240 Stainless Steel Type 304L
80	Table B-10 ASTM A240 Stainless Steel Type 316L
81	Table B-11 ASTM A240 Stainless Steel Type 317
82	Table B-12 ASTM A516 Grade 70
83	Table B-13 ASTM A240 Stainless Steel Type 309
84	Table B-14 ASTM A240 Stainless Steel Type 310 Table B-15 Other Stainless Steels, Nickel Alloys, and Titanium Used for Stacks and Chimney Liners
85	Table B-16 Thermal Coefficients of Expansion Table B-17 Maximum Nonscaling Temperature
86	NONMANDATORY APPENDIX C LININGS AND COATINGS
87	Fig. C-1 Dewpoint in Stack Gases
88	Fig. C-2 Sulfuric Acid Saturation Curve
89	Table C-1 Suggested Suitability of Linings for Steel Stacks to Withstand Chemical and Temperature Environments of Flue Gases
90	Table C-2 Suggested Stack Coating Characteristics and Classifications
91	Fig. D-1 Normalized Response Spectrum Values NONMANDATORY APPENDIX D STRUCTURAL DESIGN
92	Fig. D-2 Seismic Zone Map
94	Table D-1 Special Values for Maximum Ground Acceleration of 1.0g Table D-2 Response Spectrum Scaling Ratio Versus Av
95	Table D-3 Allowable Creep Stress of Carbon Steel at Elevated Temperature
96	Table 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
97	Table 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
98	Table E-1.2-1 Example 2: Gust Effect Factor, Gf, Calculations
99	Table E-1.3-1 Stack Along Wind Loading
100	E-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
101	Table E-1.5-1 Example 5: Earthquake Response Spectrum Example Calculations
102	E-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
103	Table 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
106	Table 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
107	Table F-11 Mass per Volume Table F-12 Temperatures Table F-13 Heat Table F-14 Velocity Table F-15 Acceleration