{"id":411648,"date":"2024-10-20T05:46:08","date_gmt":"2024-10-20T05:46:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisi-s310-2020-ws1\/"},"modified":"2024-10-26T10:40:31","modified_gmt":"2024-10-26T10:40:31","slug":"aisi-s310-2020-ws1","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisi\/aisi-s310-2020-ws1\/","title":{"rendered":"AISI S310 2020 wS1"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nAISI S310-20w\/S1-22
Disclaimer <\/td>\n<\/tr>\n
24<\/td>\nTable of Cotents <\/td>\n<\/tr>\n
30<\/td>\nA. GENERAL PROVISIONS
A1 Scope, Applicability, and Definitions
A1.1 Scope
A1.2 Applicability <\/td>\n<\/tr>\n
31<\/td>\nA1.3 Definitions <\/td>\n<\/tr>\n
33<\/td>\nA2 Materials
A3 Loads
A4 Referenced Documents <\/td>\n<\/tr>\n
34<\/td>\nA5 Units of Symbols and Terms <\/td>\n<\/tr>\n
35<\/td>\nB. SAFETY FACTORS AND RESISTANCE FACTORS
B1 Safety Factors and Resistance Factors of Diaphragms With Steel Supports
B1.1 Floor, Roof, or Wall Steel Diaphragm Construction <\/td>\n<\/tr>\n
37<\/td>\nC. DIAPHRAGM AND WALL DIAPHRAGM DESIGN
C1 General
C2 Strength Design
C3 Deflection Requirements <\/td>\n<\/tr>\n
39<\/td>\nD. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION <\/td>\n<\/tr>\n
40<\/td>\nD1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf <\/td>\n<\/tr>\n
45<\/td>\nD1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs
D1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports <\/td>\n<\/tr>\n
49<\/td>\nD1.1.2 Screws Into Steel Supports <\/td>\n<\/tr>\n
50<\/td>\nD1.1.3 Power-Actuated Fasteners Into Steel Supports <\/td>\n<\/tr>\n
51<\/td>\nD1.1.4 Fasteners Into Wood Supports
D1.1.4.1 Safety Factors and Resistance Factors
D1.1.4.2 Screw or Nail Connection Strength Through Bottom Flat and Into Support <\/td>\n<\/tr>\n
53<\/td>\nD1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support <\/td>\n<\/tr>\n
55<\/td>\nD1.1.5 Other Connections With Fasteners Into Steel, Wood or Concrete Support <\/td>\n<\/tr>\n
56<\/td>\nD1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture
D1.2 Sidelap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns <\/td>\n<\/tr>\n
57<\/td>\nD1.2.1 Arc Spot Welds <\/td>\n<\/tr>\n
58<\/td>\nD1.2.2 Fillet Welds Subject to Longitudinal Shear
D1.2.3 Flare Groove Welds Subject to Longitudinal Shear <\/td>\n<\/tr>\n
59<\/td>\nD1.2.4 Top Arc Seam Sidelap Welds Subject to Longitudinal Shear <\/td>\n<\/tr>\n
60<\/td>\nD1.2.5 Sidelap Screw Connections
D1.2.6 Non-Piercing Button Punch Sidelap Connections
D1.2.7 Other Sidelap Connections <\/td>\n<\/tr>\n
61<\/td>\nD1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf <\/td>\n<\/tr>\n
64<\/td>\nD1.3.1 Screws Through Bottom Flat of Panel Over Insulation and Into Steel Supports
D1.3.1.1 Screws at Interior Flutes
D1.3.1.2 Screws at Exterior Flute With Lap-Down at Sidelap <\/td>\n<\/tr>\n
65<\/td>\nD1.3.1.3 Lap-Up Condition at Sidelap With Screws Not Into Support
D1.3.2 Screws Through Top Flat of Panel Over Insulation and Into Steel or Wood Supports
D1.3.2.1 Screws at Interior Flutes <\/td>\n<\/tr>\n
66<\/td>\nD1.3.2.2 Lap-Up Condition With Sidelap Screws Into Support
D1.3.3 Screws Through Bottom Flat of Panel Over Insulation and Into Wood Supports <\/td>\n<\/tr>\n
67<\/td>\nD1.3.4 Nails Through Bottom or Top Flat of Panel Over Insulation and Into Wood Supports
D1.3.5 Other Support Fasteners Through Insulation
D1.4 Fluted Acoustic Panel With Perforated Elements <\/td>\n<\/tr>\n
68<\/td>\nD1.5 Cellular Deck
D1.5.1 Safety Factors and Resistance Factors for Cellular Deck
D1.5.2 Connection Strength and Design <\/td>\n<\/tr>\n
69<\/td>\nD1.6 Standing Seam Panels
D1.7 Double-Skinned Panels <\/td>\n<\/tr>\n
70<\/td>\nD2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb <\/td>\n<\/tr>\n
72<\/td>\nD2.1 Cellular Deck
D3 Shear and Uplift Interaction
D3.1 Support Connections <\/td>\n<\/tr>\n
73<\/td>\nD3.1.1 Arc Spot Welds <\/td>\n<\/tr>\n
74<\/td>\nD3.1.2 Screws
D3.1.2.1 Screws Into Steel Supports <\/td>\n<\/tr>\n
77<\/td>\nD3.1.2.2 Screws Through Bottom Flats Into Wood Supports <\/td>\n<\/tr>\n
79<\/td>\nD3.1.3 Power-Actuated Fasteners <\/td>\n<\/tr>\n
80<\/td>\nD3.1.4 Nails Through Bottom Flats Into Wood Supports <\/td>\n<\/tr>\n
81<\/td>\nD3.2 Sidelap Connections
D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills <\/td>\n<\/tr>\n
82<\/td>\nD4.1 Structural Concrete-Filled Diaphragms
D4.1.1 Diagonal Tension Limit State <\/td>\n<\/tr>\n
83<\/td>\nD4.1.2 Fastener Strength Limit State
D4.1.2.1 Steel Headed Stud Anchors
D4.1.2.2 Welds, Screws or Other Fasteners
D4.2 Strength of Lightweight Insulating Concrete-Filled Diaphragms <\/td>\n<\/tr>\n
84<\/td>\nD4.2.1 Strength of Lightweight Insulation-Filled Diaphragms
D4.2.2 Fasteners at Lateral Load Transfer Locations <\/td>\n<\/tr>\n
85<\/td>\nD5 Diaphragm Stiffness
D5.1 Stiffness of Fluted Panels
D5.1.1 Fluted Panels Without Perforated Elements <\/td>\n<\/tr>\n
86<\/td>\nD5.1.2 Fluted Acoustic Panels With Perforated Elements <\/td>\n<\/tr>\n
87<\/td>\nD5.2 Connection Flexibility
D5.2.1 Welds Into Steel
D5.2.1.1 Arc Spot or Arc Seam Welds
D5.2.1.2 Top Arc Seam Sidelap Welds <\/td>\n<\/tr>\n
88<\/td>\nD5.2.2 Screws Into Steel
D5.2.3 Wood Screws or Nails Into Wood Supports <\/td>\n<\/tr>\n
89<\/td>\nD5.2.4 Power-Actuated Fasteners Into Supports
D5.2.5 Non-Piercing Button Punch Fasteners at Steel Panel Sidelaps
D5.2.6 Other Fasteners \u2013 Flexibility Determined by Tests
D5.3 Stiffness of Cellular Deck
D5.3.1 Cellular Deck Without Perforations <\/td>\n<\/tr>\n
91<\/td>\nD5.3.2 Cellular Deck With Perforations
D5.4 Stiffness of Concrete-Filled Diaphragms
D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms <\/td>\n<\/tr>\n
92<\/td>\nD5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms <\/td>\n<\/tr>\n
93<\/td>\nD6 Diaphragm Flexibility <\/td>\n<\/tr>\n
94<\/td>\nE. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY TEST
E1 Strength and Stiffness of a Prototype Diaphragm System
E1.1 Test Protocol
E1.2 Design Using Test-Based Analytical Equations <\/td>\n<\/tr>\n
95<\/td>\nE1.2.1 Test Assembly Requirements <\/td>\n<\/tr>\n
97<\/td>\nE1.2.2 Test Calibration <\/td>\n<\/tr>\n
102<\/td>\nE1.2.3 Laboratory Testing Reports
E2 Single Diaphragm System
E2.1 Test System Requirements <\/td>\n<\/tr>\n
103<\/td>\nE2.1.1 Fastener and Weld Requirements <\/td>\n<\/tr>\n
104<\/td>\nE2.1.2 Concrete Requirements
E2.2 Test Calibration <\/td>\n<\/tr>\n
105<\/td>\nE2.3 Laboratory Testing Reports
E2.4 Adjustment for Design <\/td>\n<\/tr>\n
106<\/td>\nE2.4.1 Adjustment to Strength of Diaphragms Without Structural Concrete Fill <\/td>\n<\/tr>\n
108<\/td>\nE2.4.2 Adjustment to Strength of Diaphragms With Structural Concrete Fill <\/td>\n<\/tr>\n
109<\/td>\nE2.5 Test Results Interpretation <\/td>\n<\/tr>\n
111<\/td>\nAppendix 1: Determination of Factors, Dn and (c
1.1 General
1.1.1 Scope
1.1.2 Applicability
1.2 Determination of Warping Factor, Dn
1.3 Determination of Support Factor, (c <\/td>\n<\/tr>\n
112<\/td>\n1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel <\/td>\n<\/tr>\n
116<\/td>\n1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel <\/td>\n<\/tr>\n
117<\/td>\n1.6 Determination of Warping Factor for Perforated Deck <\/td>\n<\/tr>\n
118<\/td>\nAppendix 2: Strength at Perimeter Load Delivery Point
2.1 General
2.1.1 Scope
2.1.2 Applicability
2.2 Connection Design <\/td>\n<\/tr>\n
119<\/td>\n2.3 Axial Compression Design in Panel <\/td>\n<\/tr>\n
120<\/td>\n2.3.1 Combined Compressive Axial Load and Bending in Panel <\/td>\n<\/tr>\n
121<\/td>\n2.4 Axial Tension Design in Panel
2.4.1 Combined Tensile Axial Load and Bending in Panel <\/td>\n<\/tr>\n
124<\/td>\nDISCLAIMER <\/td>\n<\/tr>\n
126<\/td>\n TABLE OF CONTENTS <\/td>\n<\/tr>\n
130<\/td>\nA. GENERAL PROVISIONS
A1 Scope, Applicability, and Definitions
A1.1 Scope <\/td>\n<\/tr>\n
131<\/td>\nA1.2 Applicability
A1.3 Definitions <\/td>\n<\/tr>\n
132<\/td>\nA2 Materials
A3 Loads
A4 Referenced Documents
A5 Units of Symbols and Terms <\/td>\n<\/tr>\n
134<\/td>\nB. SAFETY FACTORS AND RESISTANCE FACTORS
B1 Safety Factors and Resistance Factors of Diaphragm With Steel Supports
B1.1 Floor, Roof, or Wall Steel Diaphragm Construction <\/td>\n<\/tr>\n
137<\/td>\nC. DIAPHRAGM AND WALL DIAPHRAGM DESIGN
C1 General <\/td>\n<\/tr>\n
138<\/td>\nC2 Strength Design
C3 Deflection Requirements <\/td>\n<\/tr>\n
141<\/td>\nD. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION
D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf <\/td>\n<\/tr>\n
144<\/td>\nD1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs <\/td>\n<\/tr>\n
145<\/td>\nD1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports
D1.1.2 Screws Into Steel Supports <\/td>\n<\/tr>\n
146<\/td>\nD1.1.3 Power-Actuated Fasteners Into Steel Supports
D1.1.4 Fasteners Into Wood Supports
D1.1.4.1 Safety Factors and Resistance Factors
D1.1.4.2 Screw or Nail Connection Strength Through Bottom Flat and Into Support <\/td>\n<\/tr>\n
147<\/td>\nD1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
D1.1.5 Other Connections With Fasteners Into Steel, Wood, or Concrete Support <\/td>\n<\/tr>\n
148<\/td>\nD1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture
D1.2 Sidelap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns <\/td>\n<\/tr>\n
149<\/td>\nD1.2.1 Arc Spot Welds
D1.2.2 Fillet Welds Subject to Longitudinal Shear
D1.2.3 Flare Groove Welds Subject to Longitudinal Shear
D1.2.4 Top Arc Seam Sidelap Welds Subject to Longitudinal Shear <\/td>\n<\/tr>\n
150<\/td>\nD1.2.5 Sidelap Screw Connections
D1.2.6 Non-Piercing Button Punch Sidelap Connections <\/td>\n<\/tr>\n
151<\/td>\nD1.2.7 Other Sidelap Connections
D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf <\/td>\n<\/tr>\n
152<\/td>\nD1.3.1 Screws Through Bottom Flat of Panel Over Insulation and Into Steel Supports
D1.3.1.1 Screws at Interior Flutes <\/td>\n<\/tr>\n
153<\/td>\nD1.3.1.2 Screws at Exterior Flute With Lap-Down at Sidelap
D1.3.1.3 Lap-Up Condition at Sidelap With Screws Not Into Support
D1.3.2 Screws Through Top Flat of Panel Over Insulation and Into Steel or Wood Supports
D1.3.2.2 Lap-Up Condition With Sidelap Screws Into Support <\/td>\n<\/tr>\n
154<\/td>\nD1.3.3 Screws Through Bottom Flat of Panel Over Insulation and Into Wood Supports
D1.3.4 Nails Through Bottom or Top Flat of Panel Over Insulation and Into Wood Supports
D1.3.5 Other Support Fasteners Through Insulation
D1.4 Fluted Acoustic Panel With Perforated Elements
D1.5 Cellular Deck
D1.5.1 Safety Factors and Resistance Factors for Cellular Deck <\/td>\n<\/tr>\n
155<\/td>\nD1.5.2 Connection Strength and Design
D1.6 Standing Seam Panels <\/td>\n<\/tr>\n
156<\/td>\nD1.7 Double-Skinned Panels <\/td>\n<\/tr>\n
157<\/td>\nD2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb <\/td>\n<\/tr>\n
159<\/td>\nD2.1 Cellular Deck
D3 Shear and Uplift Interaction <\/td>\n<\/tr>\n
160<\/td>\nD3.1 Support Connections
D3.1.1 Arc Spot Welds
D3.1.2 Screws
D3.1.2.1 Screws Into Steel Supports <\/td>\n<\/tr>\n
161<\/td>\nD3.1.2.2 Screws Through Bottom Flats Into Wood Supports
D3.1.3 Power-Actuated Fasteners <\/td>\n<\/tr>\n
162<\/td>\nD3.1.4 Nails Through Bottom Flats Into Wood Supports <\/td>\n<\/tr>\n
163<\/td>\nD3.2 Sidelap Connections
D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills <\/td>\n<\/tr>\n
164<\/td>\nD4.1 Structural Concrete-Filled Diaphragm <\/td>\n<\/tr>\n
165<\/td>\nD4.1.1 Diagonal Tension Limit State
D4.1.2 Fastener Strength Limit State <\/td>\n<\/tr>\n
166<\/td>\nD4.2 Lightweight Insulating Concrete-Filled Diaphragms <\/td>\n<\/tr>\n
167<\/td>\nD5 Diaphragm Stiffness
D5.1 Stiffness of Fluted Panels
D5.1.1 Fluted Panels Without Perforated Elements <\/td>\n<\/tr>\n
168<\/td>\nD5.1.2 Fluted Acoustic Panels With Perforated Elements <\/td>\n<\/tr>\n
169<\/td>\nD5.2 Connection Flexibility <\/td>\n<\/tr>\n
170<\/td>\nD5.2.1 Welds Into Steel
D5.2.1.1 Arc Spot or Arc Seam Welds
D5.2.1.2 Top Arc Seam Sidelap Welds
D5.2.2 Screws Into Steel <\/td>\n<\/tr>\n
171<\/td>\nD5.2.3 Wood Screws or Nails Into Wood Supports
D5.2.4 Power-Actuated Fasteners Into Supports
D5.2.5 Non-Piercing Button Punch Fasteners at Steel Panel Sidelaps <\/td>\n<\/tr>\n
172<\/td>\nD5.2.6 Other Fasteners \u2013 Flexibility Determined by Tests
D5.3 Stiffness of Cellular Deck
D5.3.1 Cellular Deck Without Perforations
D5.3.2 Cellular Deck With Perforations
D5.4 Stiffness of Concrete-Filled Diaphragms
D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms <\/td>\n<\/tr>\n
173<\/td>\nD5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
D6 Diaphragm Flexibility <\/td>\n<\/tr>\n
174<\/td>\nE. DIAPHRAGM NOMINAL SHEAR STRENGTH [RESISTANCE] PER UNIT LENGTH AND STIFFNESS DETERMINED BY TEST
E1 Strength and Stiffness of a Prototype Diaphragm System
E1.1 Test Protocol
E1.2 Design Using Test-Based Analytical Equations <\/td>\n<\/tr>\n
178<\/td>\nE1.2.1 Test Assembly Requirements <\/td>\n<\/tr>\n
180<\/td>\nE1.2.2 Test Calibration <\/td>\n<\/tr>\n
182<\/td>\nE1.2.3 Laboratory Testing Reports <\/td>\n<\/tr>\n
183<\/td>\nE2 Single Diaphragm System
E2.1 Test System Requirements
E2.1.1 Fastener and Weld Requirements <\/td>\n<\/tr>\n
184<\/td>\nE2.1.2 Concrete Requirements
E2.2 Test Calibration
E2.3 Laboratory Testing Reports <\/td>\n<\/tr>\n
185<\/td>\nE2.4 Adjustment for Design
E2.4.1 Diaphragms Without Structural Concrete Fill
E2.4.2 Diaphragms With Structural Concrete Fill
E2.5 Test Results Interpretation <\/td>\n<\/tr>\n
187<\/td>\nAPPENDIX 1: DETERMINATION OF FACTORS, Dn AND \uf067c
1.1 General
1.1.1 Scope
1.1.2 Applicability
1.2 Determination of Warping Factor, Dn <\/td>\n<\/tr>\n
189<\/td>\n1.3 Determination of Support Factor, (c
1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel <\/td>\n<\/tr>\n
190<\/td>\n1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel <\/td>\n<\/tr>\n
191<\/td>\n1.6 Determination of Warping Factor for Perforated Deck <\/td>\n<\/tr>\n
193<\/td>\nAPPENDIX 2: STRENGTH AT PERIMETER LOAD DELIVERY POINT <\/td>\n<\/tr>\n
194<\/td>\nREFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AISI S310-20w\/S1-22, North American Standard for the Design of Profiled Steel Diaphragm Panels, 2020 Edition with Supplement 1<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISI<\/b><\/a><\/td>\n2020<\/td>\n199<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":411656,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2860],"product_tag":[],"class_list":{"0":"post-411648","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\/411648","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\/411656"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=411648"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=411648"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=411648"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}