{"id":439771,"date":"2024-10-20T08:11:01","date_gmt":"2024-10-20T08:11:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-sbs-2023\/"},"modified":"2024-10-26T15:18:57","modified_gmt":"2024-10-26T15:18:57","slug":"asme-sbs-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-sbs-2023\/","title":{"rendered":"ASME SBS 2023"},"content":{"rendered":"

This Standard covers the requirements for vertical stationary containers used for the storage and processing of bulk solid materials at internal gage pressures not exceeding 15 psig (100 kPa) and external pressures, including wind pressure, not exceeding 1 psig (6.9 kPa) at temperatures up to 212 F (100 C).<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
8<\/td>\nFOREWORD <\/td>\n<\/tr>\n
9<\/td>\nASME SBS COMMITTEE ROSTER <\/td>\n<\/tr>\n
10<\/td>\nCORRESPONDENCE WITH THE SBS COMMITTEE <\/td>\n<\/tr>\n
12<\/td>\nSection 1 General Requirements
1-1 SCOPE
1-1.1 General Requirements
1-1.2 Jurisdictional Requirements
1-1.3 Classes Not in Scope
1-1.4 Bolted Containers Not Within Scope <\/td>\n<\/tr>\n
13<\/td>\n1-1.5 Pressure-Retaining Parts Within Scope
1-1.6 Overpressure Protection
1-1.7 Nondestructive Examination
1-2 RESPONSIBILITIES
1-2.1 Owner\u2019s Responsibilities
1-2.2 Manufacturer\u2019s Responsibilities
1-3 FABRICATION METHODS
1-4 ALTERNATIVE STRESS DESIGN BASIS
1-5 ITEMS NOT DESCRIBED <\/td>\n<\/tr>\n
14<\/td>\nSection 2 References <\/td>\n<\/tr>\n
15<\/td>\nSection 3 Definitions
3-1 GENERAL
3-2 DEFINITIONS FOR SECTION 5
3-3 DEFINITIONS FOR SECTION 6 <\/td>\n<\/tr>\n
16<\/td>\n3-4 NOMENCLATURE <\/td>\n<\/tr>\n
17<\/td>\nSection 4 Materials
4-1 GENERAL
4-2 PLATES AND SHEETS
4-3 STRUCTURAL SHAPES
4-4 CASTINGS AND FORGINGS <\/td>\n<\/tr>\n
18<\/td>\n4-5 FASTENERS AND ANCHOR RODS
4-6 WELDING MATERIAL
4-7 GASKETS AND SEALANTS
4-8 CLADDING <\/td>\n<\/tr>\n
19<\/td>\nTables
Table 4-2-1 Materials <\/td>\n<\/tr>\n
21<\/td>\nTable 4-5-1 Fastener Materials <\/td>\n<\/tr>\n
22<\/td>\nTable 4-7-1 Physical Requirements for Gasket Material <\/td>\n<\/tr>\n
23<\/td>\nSection 5 Loadings Imposed by Bulk Solids
5-1 INTRODUCTION
5-1.1 Geometrical Limitations
5-1.2 Limitations on Stored Solids
5-1.3 Limitations on Filling and Discharge Arrangements
5-1.4 Designs That Are Out of Scope
5-2 CALCULATING LOADINGS IMPOSED BY BULK SOLIDS
5-2.1 General <\/td>\n<\/tr>\n
24<\/td>\n5-2.2 Flow Patterns
Figures
Figure 5-1.1-1 Container Geometry Definitions
Table 5-2.1-1 Slenderness Category <\/td>\n<\/tr>\n
25<\/td>\n5-2.3 Design Classes
5-2.4 Bulk Solids Properties
5-2.5 Calculation Procedure <\/td>\n<\/tr>\n
26<\/td>\n5-2.6 Design Loads
Table 5-2.4-1 Values of Bulk Solid Properties to Be Used for Load Case for Design Class 2 Containers <\/td>\n<\/tr>\n
27<\/td>\nFigure 5-2.6.1.1-1 Symmetrical Pressures in the Cylinder Segment <\/td>\n<\/tr>\n
29<\/td>\nFigure 5-2.6.1.2-1 Pressures in a Squat or Intermediate Slenderness Container
Figure 5-2.6.1.3-1 Pressures in a Retaining Container <\/td>\n<\/tr>\n
30<\/td>\nFigure 5-2.6.2-1 Boundary Between Steep and Shallow Hoppers <\/td>\n<\/tr>\n
31<\/td>\nFigure 5-2.6.2-2 Distributions of Filling Pressures in Steep and Shallow Hoppers <\/td>\n<\/tr>\n
32<\/td>\nFigure 5-2.6.2.2.3-1 Pressures on the Bottom of a Squat or Intermediate Slenderness Container <\/td>\n<\/tr>\n
33<\/td>\nFigure 5-2.6.2.3-1 Discharge Pressures in a Steep Hopper <\/td>\n<\/tr>\n
34<\/td>\nFigure 5-2.6.2.3-2 Conical Boundary Between Mass Flow and Funnel Flow for Pressure Calculations <\/td>\n<\/tr>\n
35<\/td>\nFigure 5-2.6.2.3-3 Plane Flow Boundary Between Mass and Funnel Flow for Pressure Calculations <\/td>\n<\/tr>\n
36<\/td>\nFigure 5-2.6.3.2-1 Pressure for Container Storing Fluidized Solids <\/td>\n<\/tr>\n
37<\/td>\nSection 6 Design
6-1 SCOPE
6-2 INFORMATION TO BE FURNISHED BY THE PURCHASER
6-3 WELDED JOINTS
6-3.1 Weld Size
6-3.2 Restrictions on Welded Joints
6-3.3 Typical Joints
Table 6-3.2-1 Minimum Fillet Weld Sizes <\/td>\n<\/tr>\n
38<\/td>\n6-4 DESIGN CONSIDERATIONS
6-4.1 Loads
Figure 6-3.3.1-1 Typical Bottom Joints <\/td>\n<\/tr>\n
39<\/td>\nFigure 6-3.3.1-2 Typical Horizontal and Vertical Shell Joints <\/td>\n<\/tr>\n
40<\/td>\n6-4.2 Special Provisions for Stored Contents With Earthquake Load
6-4.3 Design Factors
6-4.4 External Loads
6-5 SPECIAL CONSIDERATIONS
6-5.1 Adequacy of Foundation Support
6-5.2 Wear and Corrosion Allowance
6-5.3 Annular Bearing Plates
Table 6-3.3.6-1 Minimum Top Angle Sizes <\/td>\n<\/tr>\n
41<\/td>\n6-5.4 Concrete Bearing Provisions
6-6 SHELL DESIGN OF WELDED AND SMOOTH-WALL BOLTED CONTAINERS
6-6.1 General
6-6.2 Allowable Design Stresses
Table 6-5.3-1 Annular Bearing Plate Thickness
Table 6-6.1.2-1 Minimum Shell Plate Thickness for Welded Containers <\/td>\n<\/tr>\n
42<\/td>\n6-6.3 Shell Plate Thickness for Welded and Smooth-Wall Bolted Containers
6-6.4 Shell Stability Under Vertical Compression <\/td>\n<\/tr>\n
44<\/td>\n6-6.5 Shell Design for External Pressure <\/td>\n<\/tr>\n
46<\/td>\n6-7 OPENINGS IN CYLINDRICAL AND CONICAL SHELLS
6-8 ROOF DESIGN
6-8.1 General <\/td>\n<\/tr>\n
47<\/td>\n6-8.2 Self-Supporting Cone Roofs
6-8.3 Self-Supporting Spherical and Umbrella Dome Roofs <\/td>\n<\/tr>\n
48<\/td>\nFigure 6-8.2.3-1 Permissible Roof-to-Shell Connection Details <\/td>\n<\/tr>\n
49<\/td>\n6-8.4 Rafter-Supported Cone Roofs <\/td>\n<\/tr>\n
50<\/td>\n6-8.5 Rafter-Supported Spherical and Umbrella Dome Roofs
Figure 6-8.4.6-1 Maximum Spacing of Rafters in Spherical\/Umbrella Dome Roofs <\/td>\n<\/tr>\n
51<\/td>\n6-8.6 Internal Pressure Design <\/td>\n<\/tr>\n
52<\/td>\n6-8.7 Compression or Tension Ring at the Roof\u2013Cylindrical Shell Junction
Figure 6-8.5.8-1 Dome Roof Rafter Buckling Modes <\/td>\n<\/tr>\n
53<\/td>\n6-9 ANCHORAGE DESIGN
6-9.1 General <\/td>\n<\/tr>\n
54<\/td>\n6-9.2 Self-Anchored Containers
6-9.3 Anchored Containers <\/td>\n<\/tr>\n
55<\/td>\n6-10 CONTAINERS WITH SUSPENDED CONICAL HOPPERS
6-10.1 General
6-10.2 Stresses in Suspended Conical Hoppers <\/td>\n<\/tr>\n
56<\/td>\n6-10.3 Welded Conical Hoppers
6-10.4 Bolted Conical Hoppers
6-10.5 Reinforcement at the Cone\u2013Cylinder Junction <\/td>\n<\/tr>\n
57<\/td>\nFigure 6-10.5.1-1 Hopper Apex Half Angle <\/td>\n<\/tr>\n
58<\/td>\nFigure 6-10.5.3-1 Effective Area of Compression Ring at Cone\u2013Cylinder Junction <\/td>\n<\/tr>\n
59<\/td>\nFigure 6-10.5.3-2 Typical Cone\u2013Cylinder Compression Rings <\/td>\n<\/tr>\n
60<\/td>\nFigure 6-10.5.3-3 Placement Limit for Added Material Relative to Springline <\/td>\n<\/tr>\n
61<\/td>\n6-11 COLUMN-SUPPORTED ELEVATED CONTAINERS
6-11.1 General
6-11.2 Direct Ring\u2013Girder Moment, Torsional Moment, and Vertical Shear
Figure 6-11.1-1 Typical Ring Girder\/Column Attachment Details <\/td>\n<\/tr>\n
62<\/td>\n6-11.3 Thrust and Moment From Equally Spaced Radial Loads
Figure 6-11.2.1-1 Ring Girder on Equally Spaced Supports Under Uniform Vertical Load <\/td>\n<\/tr>\n
63<\/td>\nFigure 6-11.2.2-1 Angle Between Support and Point Under Consideration <\/td>\n<\/tr>\n
64<\/td>\n6-11.4 Maximum Ring\u2013Girder Loads From Horizontal Loads Resisted by Column Bracing
6-11.5 Column-Supported Elevated Containers Without Ring Girders
6-12 SMOOTH-WALL BOLTED CONTAINERS
6-12.1 General
6-12.2 Materials
6-12.3 Bolted Joint Design <\/td>\n<\/tr>\n
65<\/td>\nTable 6-11.3-1 Coefficients for Thrusts and Moments From Equally Spaced, Equal Radial Loads, P <\/td>\n<\/tr>\n
66<\/td>\nFigure 6-11.4-1 Horizontal Force Orientation
Table 6-11.4-1 Coefficients for Maximum Reactions in the Ring Girder From Horizontal Forces <\/td>\n<\/tr>\n
67<\/td>\nTable 6-12.3.7.1-1 Nominal Tensile Strength and Shear Strength for Bolts \u22650.25 in. and <0.5 in. in Diameter <\/td>\n<\/tr>\n
68<\/td>\nFigure 6-12.3.7.1-1 Examples of Joint Configurations and Calculated Efficiencies, E
Table 6-12.3.7.1-2 Nominal Tensile and Shear Strength for Bolts \u22650.5 in. in Diameter <\/td>\n<\/tr>\n
69<\/td>\n6-12.4 Loads
6-12.5 Steel Structural Members
6-13 CORRUGATED-WALL BOLTED CONTAINER
6-13.1 General
6-13.2 General Limitations
6-13.3 Design Considerations <\/td>\n<\/tr>\n
72<\/td>\nSection 7 Fabrication
7-1 GENERAL FABRICATION AND ERECTION
7-1.1 Workmanship
7-1.2 Shaping and Forming of Shells, Bottom Transition Cones, Roofs, and Heads <\/td>\n<\/tr>\n
73<\/td>\n7-1.3 Dimensional Tolerances for Assembled Structures
7-1.4 Marking
Table 7-1.2.2-1 Elastic Forming Limits
Table 7-1.3.3-1 Roundness Tolerance <\/td>\n<\/tr>\n
74<\/td>\n7-1.5 Shipping
7-1.6 Inspection
7-1.7 Foundation Preparation
7-2 FABRICATION AND ERECTION OF WELDED CONTAINERS
7-2.1 General Fabrication
Figure 7-1.3.5-1 Radial Tilt <\/td>\n<\/tr>\n
75<\/td>\nTable 7-2.1.4.1-1 Joint Alignment Tolerances for Butt Weld Joints <\/td>\n<\/tr>\n
76<\/td>\n7-2.2 Details of Welding
Table 7-2.1.8.4-1 Weld Reinforcement <\/td>\n<\/tr>\n
77<\/td>\nFigure 7-2.2.1.3-1 Butt Welding Plates of Unequal Thickness
Table 7-2.2.1.6-1 Minimum Fillet Weld Size <\/td>\n<\/tr>\n
78<\/td>\nFigure 7-2.2.2.1-1 Head- or Cone-to-Shell Attachment Types <\/td>\n<\/tr>\n
81<\/td>\nFigure 7-2.2.2.2-1 Weld Joints in Shells, Heads, and Roofs <\/td>\n<\/tr>\n
83<\/td>\nFigure 7-2.2.5.1-1 Weld Joint Categories
Table 7-2.2.5.1-1 Weld Joint Categories <\/td>\n<\/tr>\n
84<\/td>\nTable 7-2.2.6-1 Maximum Allowable Joint Efficiencies for Arc- and Gas-Welded Joints <\/td>\n<\/tr>\n
85<\/td>\n7-2.3 Attachments
Figure 7-2.2.7.1-1 Weld-Spacing Requirements <\/td>\n<\/tr>\n
87<\/td>\nFigure 7-2.3.2.3-1 Acceptable Types of Welded Nozzles and Other Connections to Heads, Shells, etc. <\/td>\n<\/tr>\n
92<\/td>\nFigure 7-2.3.2.4-1 Some Acceptable Types of Small Fittings <\/td>\n<\/tr>\n
94<\/td>\n7-2.4 Welding Process
7-2.5 Repair of Weld Defects
7-2.6 Postweld Heat Treatment <\/td>\n<\/tr>\n
95<\/td>\nTable 7-2.6.1.1-1 PWHT Requirements for Carbon Steels
Table 7-2.6.1.1-2 Alternative PWHT Requirements for Carbon Steels <\/td>\n<\/tr>\n
98<\/td>\n7-2.7 Clad Construction <\/td>\n<\/tr>\n
100<\/td>\n7-3 ERECTION OF BOLTED CONTAINERS
7-3.1 General
7-3.2 Assembly
7-3.3 Preparation of Surfaces to Be Bolted
7-3.4 Bolting
7-3.5 Bolt Tightening Requirements
7-3.6 Gasketing and Sealants
7-3.7 Dimensional Tolerance
7-3.8 Access Hatches, Openings, and Penetrations <\/td>\n<\/tr>\n
101<\/td>\nSection 8 Examination and Testing
8-1 GENERAL
8-2 SHOP INSPECTION
8-3 DIMENSIONAL TOLERANCES
8-3.1 General
8-3.2 Plumbness
8-3.3 Roundness
8-3.4 Local Deviations
8-3.5 Measurements <\/td>\n<\/tr>\n
102<\/td>\n8-4 RADIOGRAPHY
8-4.1 General
8-4.2 Application
8-4.3 Required Radiography
8-4.4 Technique <\/td>\n<\/tr>\n
103<\/td>\n8-4.5 Acceptance Criteria
8-4.6 Limits of Defective Welding
8-4.7 Radiographic Examination Records
8-5 ULTRASONIC EXAMINATION OF WELDED JOINTS
8-6 MAGNETIC PARTICLE EXAMINATION
8-7 LIQUID PENETRANT EXAMINATION <\/td>\n<\/tr>\n
104<\/td>\n8-8 VISUAL EXAMINATION
8-9 COATING INSPECTION
8-9.1 General
8-9.2 Personnel Qualification
8-9.3 Inspection Procedures <\/td>\n<\/tr>\n
105<\/td>\n8-10 CONTAINER LOAD TESTING
8-11 INSPECTION PRIOR TO SHIPMENT
8-12 INSPECTION AND TESTING OF BOLTED CONTAINERS
8-12.1 Tolerances
8-12.2 Bolting
8-12.3 Coatings for Bolted Tanks <\/td>\n<\/tr>\n
106<\/td>\n8-12.4 Seam Leak Test <\/td>\n<\/tr>\n
107<\/td>\nSection 9 Overpressure Protection Venting
9-1 SCOPE
9-2 GENERAL REQUIREMENTS FOR OVERPRESSURE PROTECTION SYSTEMS
9-3 DESIGN BASIS FOR EXPLOSION (DEFLAGRATION) PROTECTION
9-4 SELECTION AND LOCATION OF OVERPRESSURE PROTECTION DEVICES
9-5 SIZING AND SETTING OF OVERPRESSURE PROTECTION DEVICES <\/td>\n<\/tr>\n
108<\/td>\nMANDATORY APPENDIX I FOUNDATION DESIGN RECOMMENDATIONS
I-1 SCOPE
I-2 REFERENCES
I-3 DEFINITIONS
I-4 GENERAL REQUIREMENTS
I-5 DESIGN AND DRAWINGS
I-6 FOUNDATION INSTALLATIONS
I-7 GEOTECHNICAL INVESTIGATION REPORT <\/td>\n<\/tr>\n
109<\/td>\nI-8 DIRECT EARTH CONTACT FOUNDATIONS
I-9 DESIGN
I-10 CONSTRUCTION
I-11 FOUNDATION CONSTRUCTION TOLERANCES
I-12 INSPECTIONS AND TESTING <\/td>\n<\/tr>\n
110<\/td>\nNONMANDATORY APPENDIX A COATINGS AND LININGS
A-1 SCOPE
A-2 REFERENCES
A-3 DEFINITIONS <\/td>\n<\/tr>\n
111<\/td>\nA-4 CORROSION, ABRASION, AND EROSION
A-4.1 General
A-4.2 External Corrosion
A-4.3 Internal Corrosion
A-5 DETERMINING THE NEED FOR COATING OR LINING
A-5.1 General
A-5.2 Coatings and Linings for Corrosion and Abrasion Protection <\/td>\n<\/tr>\n
112<\/td>\nA-5.3 Linings for Flow Promotion
A-5.4 Container Design Considerations
A-5.5 Suitability for Change in Service
A-5.6 Upset Conditions
A-6 CONTAINER COATING\/LINING SELECTION
A-6.1 General
A-6.2 Environmental Considerations
A-6.3 Exceptional Circumstances Affecting Coating or Lining Selection
A-7 SURFACE PREPARATION FOR FIELD-APPLIED COATINGS OR LININGS
A-7.1 General <\/td>\n<\/tr>\n
113<\/td>\nA-7.2 Precleaning
A-7.3 Weld Preparation
A-7.4 Abrasive Blasting
A-7.5 Surface Profile and Anchor Pattern
A-7.6 Types and Quality of Abrasives
A-8 COATING OR LINING APPLICATION
A-8.1 General
A-8.2 Guidelines for Coating or Lining Application
A-8.3 Temperature and Humidity Control
A-8.4 Thickness and Curing <\/td>\n<\/tr>\n
114<\/td>\nA-9 INSPECTION
A-9.1 General
A-9.2 Qualification of Inspection Personnel
A-9.3 Recommended Inspection Parameters
A-10 REPAIR OF COATINGS AND LININGS
A-10.1 General
A-10.2 Determine Cause of Failure
A-10.3 Types of Repair
A-10.4 Coating or Lining Manufacturer\u2019s Recommendations <\/td>\n<\/tr>\n
115<\/td>\nA-11 SAFETY
A-11.1 General
A-11.2 Bulk Storage Container Entry
A-11.3 Ventilation of Confined Space
A-11.4 Surface Preparation for Coating or Lining Applications
A-11.5 Manufacturer\u2019s Safety Data Sheets <\/td>\n<\/tr>\n
116<\/td>\nNONMANDATORY APPENDIX B ASME SBS DATA SHEET FOR BULK SOLIDS STORAGE CONTAINERS <\/td>\n<\/tr>\n
117<\/td>\nForm
Form B-1-1 ASME SBS Data Sheet for Bulk Solids Storage Containers <\/td>\n<\/tr>\n
123<\/td>\nFigure C-1.1-1 Mass Flow Pattern
NONMANDATORY APPENDIX C FLOW PATTERNS
C-1 FLOW PATTERNS
C-1.1 Mass Flow <\/td>\n<\/tr>\n
124<\/td>\nC-1.2 Funnel Flow
C-2 DESIGN CHARTS FOR MASS FLOW <\/td>\n<\/tr>\n
125<\/td>\nFigure C-1.2-1 Funnel Flow Pattern <\/td>\n<\/tr>\n
126<\/td>\nFigure C-2-1 Mass Flow Design Diagrams <\/td>\n<\/tr>\n
128<\/td>\nTable D-1-1 Bulk Solids Properties
NONMANDATORY APPENDIX D BULK SOLIDS PROPERTIES
D-1 VALUES OF PROPERTIES OF BULK SOLIDS <\/td>\n<\/tr>\n
129<\/td>\nTable D-1-2 Wall Surface Definition <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME SBS-2023 Structures for Bulk Solids<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2023<\/td>\n131<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":439777,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-439771","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\/439771","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\/439777"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=439771"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=439771"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=439771"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}