{"id":450532,"date":"2024-10-20T09:11:39","date_gmt":"2024-10-20T09:11:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisi-s310-2023\/"},"modified":"2024-10-26T17:09:03","modified_gmt":"2024-10-26T17:09:03","slug":"aisi-s310-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisi\/aisi-s310-2023\/","title":{"rendered":"AISI S310 2023"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nAISI S310-23
Preface <\/td>\n<\/tr>\n
7<\/td>\nSymbols and Definitions <\/td>\n<\/tr>\n
15<\/td>\nTable of Contents <\/td>\n<\/tr>\n
18<\/td>\nNORTH AMERICAN STANDARD FOR THE DESIGN OFPROFILED STEEL DIAPHRAGM PANELS
A. GENERAL PROVISIONS
A1 Scope, Applicability, and Definitions
A1.1 Scope
A1.2 Applicability <\/td>\n<\/tr>\n
19<\/td>\nA1.3 Definitions
General Terms <\/td>\n<\/tr>\n
20<\/td>\nA1.4 Units of Symbols and Terms
A2 Referenced Specifications, Codes and Standards <\/td>\n<\/tr>\n
21<\/td>\nA2.1 Referenced Specifications, Codes and Standards for United States and Mexico
A2.2 Referenced Specifications, Codes and Standards for Canada
A3 Materials <\/td>\n<\/tr>\n
22<\/td>\nA3.1 Materials for United States and Mexico
A3.2 Materials for Canada <\/td>\n<\/tr>\n
23<\/td>\nB. DESIGN REQUIREMENTS
B1 General Provisions
B2 Loads and Load Combinations
B3 Design Basis
B3.1 Required Strength [Effect Due to Factored Loads] <\/td>\n<\/tr>\n
24<\/td>\nB3.2 Design for Strength
B3.2.1 Allowable Strength Design (ASD) Requirements
B3.2.2 Load and Resistance Factor Design (LRFD) Requirements
B3.2.3 Limit States Design (LSD) Requirements <\/td>\n<\/tr>\n
25<\/td>\nB3.2.4 Shear Deflection Requirements
B3.3 Design for Diaphragm Panels
B3.4 Design of Connections <\/td>\n<\/tr>\n
26<\/td>\nB3.5 Design for Stability
B3.6 Design of Floor, Roof and Wall Diaphragm Assemblies
B3.7 Design for Serviceability
B3.8 Design for Fatigue
B3.9 Design for Corrosion Effects
B4 Dimensional Limits and Considerations
B5 Profiled Panel Properties <\/td>\n<\/tr>\n
27<\/td>\nB6 Fabrication and Erection
B7 Quality Control and Quality Assurance
B7.1 Delivered Minimum Thickness
B8 Evaluation of Existing Diaphragm Panels
C. PROFILED PANEL DIAPHRAGM BY ANALYSIS <\/td>\n<\/tr>\n
28<\/td>\nD. PROFILED PANEL DIAPHRAGM
D1 Profiled Panels
D1.1 Profiled Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
32<\/td>\nD1.2 Profiled Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
36<\/td>\nD2 Perforated Profiled Panels
D2.1 Perforated Profiled Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
37<\/td>\nD2.2 Perforated Profiled Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
38<\/td>\nD3 Cellular Panels
D3.1 Cellular Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
39<\/td>\nD3.2 Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
40<\/td>\nD4 Perforated Cellular Panels
D4.1 Perforated Cellular Panel Diaphragm Shear Strength
D4.2 Perforated Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
41<\/td>\nE . STRUCTURAL CONCRETE FILLED PROFILED PANELS
E1 Structural Concrete Filled Profiled Panels
E1.1 Structural Concrete Filled Profiled Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
43<\/td>\nE1.2 Structural Concrete Filled Profiled Panel Diaphragm Shear Stiffness
E2 Structural Concrete Filled Cellular Panels
E2.1 Structural Concrete Filled Cellular Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
44<\/td>\nE2.2 Structural Concrete Filled Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
45<\/td>\nF. INSULATING CONCRETE FILLED PANELS
F1 Insulating Concrete Filled Profiled Panels
F1.1 Insulating Concrete Filled Profiled Panel Shear Strength <\/td>\n<\/tr>\n
46<\/td>\nF1.2 Insulating Concrete Filled Profiled Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
47<\/td>\nF2 Insulating Concrete Filled Cellular Panels
F2.1 Insulating Concrete Filled Cellular Panel Diaphragm Shear Strength
F2.2 Insulating Concrete Filled Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
48<\/td>\nG. TEST-BASED DESIGN
G1 Panel Connections
G1.1 Test Standards
G1.2 Panel In-Plane Shear Strength and Stiffness Using Test-Based Connections
G2 Diaphragm Assemblies <\/td>\n<\/tr>\n
49<\/td>\nG2.1 Test Standards
G2.2 Test-Based Diaphragm Strength and Stiffness <\/td>\n<\/tr>\n
50<\/td>\nAppendix 1: Connection Strength and Stiffness
1.1 Scope
1.2 Welded Connections
1.2.1 Arc Spot Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
1.2.2 Arc Spot Weld for Sheet-to-Sheet Connection Shear Flexibility
1.2.3 Arc Spot Weld With Washer for Sheet(s) Welded to a Thicker Supporting Member
1.2.3.1 Arc Spot Weld With Washer Shear Strength <\/td>\n<\/tr>\n
51<\/td>\n1.2.3.2 Arc Spot Weld With Washer Connection Shear Flexibility
1.2.3.3 Arc Spot Weld With Washer Tension Strength
1.2.3.4 Arc Spot Weld With Washer Combined Shear and Tension
1.2.4 Arc Seam Welds
1.2.4.1 Arc Seam Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
1.2.4.2 Arc Seam Weld for Sheet-to-Sheet Connection Shear Flexibility <\/td>\n<\/tr>\n
52<\/td>\n1.2.5 Top Arc Seam Welds
1.2.5.1 Top Arc Seam Weld Connection Shear Flexibility
1.3 Screw Connections
1.3.1 Screw Connection Shear Flexibility <\/td>\n<\/tr>\n
53<\/td>\n1.3.2 Screw Shear Strength and Stiffness Through Insulation
1.4 Power-Actuated Fastener (PAF) Connections
1.4.1 Power-Actuated Fastener (PAF) Combined Shear and Tension <\/td>\n<\/tr>\n
54<\/td>\n1.5 Button Punch Connections
1.5.1 Non-Piercing Button Punch Shear Strength
1.5.2 Non-Piercing Button Punch Connection Shear Flexibility
1.6 Fasteners Into Wood Supports
1.6.1 Screw or Nail Connection Into Wood Support Shear Strength <\/td>\n<\/tr>\n
55<\/td>\n1.6.2 Screw or Nail Connection Into Wood Support Flexibility
1.6.3 Screw or Nail Connection Into Wood Support Combined Shear and Tension <\/td>\n<\/tr>\n
60<\/td>\nSymbols and Definitions <\/td>\n<\/tr>\n
61<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
64<\/td>\nCOMMENTARY ON THE NORTH AMERICAN STANDARD FOR THEDESIGN OF PROFILED STEEL DIAPHRAGM PANELS <\/td>\n<\/tr>\n
65<\/td>\nA. GENERAL PROVISIONS
A1 Scope, Applicability, and Definitions
A1.1 Scope
A1.2 Applicability <\/td>\n<\/tr>\n
66<\/td>\nA1.3 Definitions <\/td>\n<\/tr>\n
68<\/td>\nA1.4 Units of Symbols and Terms
A2 Referenced Specifications, Codes and Standards
A3 Materials <\/td>\n<\/tr>\n
69<\/td>\nB. DESIGN REQUIREMENTS
B1 General Provisions
B2 Loads and Load Combinations
B3 Design Basis
B3.1 Required Strength [Effect Due to Factored Loads]
B3.2 Design for Strength
B3.3 Design for Diaphragm Panels <\/td>\n<\/tr>\n
70<\/td>\nB3.4 Design of Connections <\/td>\n<\/tr>\n
75<\/td>\nB3.5 Design for Stability
B3.6 Design of Floor, Roof and Wall Diaphragm Assemblies
B3.7 Design for Serviceability
B3.8 Design for Fatigue <\/td>\n<\/tr>\n
76<\/td>\nB3.9 Design for Corrosion Effects
B4 Dimensional Limits and Considerations
B5 Profiled Panel Properties
B6 Fabrication and Erection
B7 Quality Control and Quality Assurance
B7.1 Delivered Minimum Thickness
B8 Evaluation of Existing Diaphragm Panels <\/td>\n<\/tr>\n
77<\/td>\nC. PROFILED PANEL DIAPHRAGM BY ANALYSIS <\/td>\n<\/tr>\n
78<\/td>\nD. PROFILED PANEL DIAPHRAGM SHEAR STRENGTH AND STIFFNESS
D1 Profiled Panels
D1.1 Profiled Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
85<\/td>\nD1.2 Profiled Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
86<\/td>\nD2 Perforated Profiled Panels <\/td>\n<\/tr>\n
87<\/td>\nD2.1 Perforated Profiled Panel Diaphragm Shear Strength
D2.2 Perforated Profiled Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
88<\/td>\nD3 Cellular Panels <\/td>\n<\/tr>\n
89<\/td>\nD3.1 Cellular Panel Diaphragm Shear Strength
D3.2 Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
90<\/td>\nD4 Perforated Cellular Panels
D4.1 Perforated Cellular Panel Diaphragm Shear Strength
D4.2 Perforated Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
91<\/td>\nE. STRUCTURAL CONCRETE FILLED PROFILED PANELS
E1 Structural Concrete Filled Profiled Panels
E1.1 Structural Concrete Filled Profiled Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
93<\/td>\nE1.2 Structural Concrete Filled Profiled Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
94<\/td>\nE2 Structural Concrete Filled Cellular Panels
E2.1 Structural Concrete Filled Cellular Panel Diaphragm Shear Strength
E2.2 Structural Concrete Filled Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
95<\/td>\nF. INSULATING CONCRETE FILLED PANELS
F1 Insulating Concrete Filled Profiled Panels
F1.1 Insulating Concrete Filled Profiled Panel Diaphragm Shear Strength <\/td>\n<\/tr>\n
96<\/td>\nF1.2 Insulating Concrete Filled Profiled Panel Diaphragm Shear Stiffness
F2 Insulating Concrete Filled Cellular Panels
F2.1 Insulating Concrete Filled Cellular Panel Diaphragm Shear Strength
F2.2 Insulating Concrete Filled Cellular Panel Diaphragm Shear Stiffness <\/td>\n<\/tr>\n
97<\/td>\nG. TEST-BASED DESIGN
G1 Panel Connections
G1.1 Test Standards <\/td>\n<\/tr>\n
98<\/td>\nG1.2 Panel In-Plane Shear Strength and Stiffness Using Test-Based Connections
G2 Diaphragm Assemblies
G2.1 Test Standards
G2.2 Test-Based Diaphragm Strength and Stiffness <\/td>\n<\/tr>\n
100<\/td>\nAPPENDIX 1: CONNECTION STRENGTH AND STIFFNESS
1.1 Scope
1.2 Welded Connections
1.2.1 Arc Spot Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
1.2.2 Arc Spot Weld for Sheet-to-Sheet Connections Shear Flexibility
1.2.3 Arc Spot Weld With Washer for Sheet(s) Welded to a Thicker Supporting Member
1.2.3.1 Arc Spot Weld With Washer Shear Strength
1.2.3.2 Arc Spot Weld With Washer Connection Shear Flexibility
1.2.3.3 Arc Spot Weld With Washer Tension Strength
1.2.3.4 Arc Spot Weld With a Washer Combined Shear and Tension <\/td>\n<\/tr>\n
101<\/td>\n1.2.4 Arc Seam Welds
1.2.4.1 Arc Seam Weld for Sheet(s) Welded to a Thicker Supporting Member Connection Shear Flexibility
1.2.4.2 Arc Seam Weld for Sheet-to-Sheet Connections Shear Flexibility
1.2.5 Top Arc Seam Welds
1.2.5.1 Top Arc Seam Weld Connection Shear Flexibility
1.3 Screw Connections
1.3.1 Screw Connection Shear Flexibility
1.3.2 Screw Shear Strength and Stiffness Through Insulation <\/td>\n<\/tr>\n
102<\/td>\n1.4 Power-Actuated Fastener (PAF) Connections
1.4.1 Power-Actuated Fastener (PAF) Combined Shear and Tension
1.5 Button Punch Connections <\/td>\n<\/tr>\n
103<\/td>\n1.5.1 Non-Piercing Button Punch Shear Strength
1.5.2 Non-Piercing Button Punch Connection Shear Flexibility
1.6 Fasteners Into Wood Supports
1.6.1 Screw or Nail Connection Into Wood Support Shear Strength
1.6.2 Screw or Nail Connection Into Wood Support Flexibility <\/td>\n<\/tr>\n
104<\/td>\n1.6.3 Screw or Nail Connection into Wood Support Combined Shear and Tension <\/td>\n<\/tr>\n
105<\/td>\nREFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AISI S310-23: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2023 Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISI<\/b><\/a><\/td>\n2023<\/td>\n109<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":450538,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2860],"product_tag":[],"class_list":{"0":"post-450532","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisi","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\/450532","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\/450538"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=450532"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=450532"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=450532"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}