AISI S310 2020 wS1

$8.45

AISI S310-20w/S1-22, North American Standard for the Design of Profiled Steel Diaphragm Panels, 2020 Edition with Supplement 1

Published By	Publication Date	Number of Pages
AISI	2020	199

Guaranteed Safe Checkout

Category: AISI

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

PDF Catalog

PDF Pages	PDF Title
3	AISI S310-20w/S1-22 Disclaimer
24	Table of Cotents
30	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope A1.2 Applicability
31	A1.3 Definitions
33	A2 Materials A3 Loads A4 Referenced Documents
34	A5 Units of Symbols and Terms
35	B. 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
37	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General C2 Strength Design C3 Deflection Requirements
39	D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION
40	D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
45	D1.1 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
49	D1.1.2 Screws Into Steel Supports
50	D1.1.3 Power-Actuated Fasteners Into Steel Supports
51	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
53	D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
55	D1.1.5 Other Connections With Fasteners Into Steel, Wood or Concrete Support
56	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Sidelap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns
57	D1.2.1 Arc Spot Welds
58	D1.2.2 Fillet Welds Subject to Longitudinal Shear D1.2.3 Flare Groove Welds Subject to Longitudinal Shear
59	D1.2.4 Top Arc Seam Sidelap Welds Subject to Longitudinal Shear
60	D1.2.5 Sidelap Screw Connections D1.2.6 Non-Piercing Button Punch Sidelap Connections D1.2.7 Other Sidelap Connections
61	D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
64	D1.3.1 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
65	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 D1.3.2.1 Screws at Interior Flutes
66	D1.3.2.2 Lap-Up Condition With Sidelap Screws Into Support D1.3.3 Screws Through Bottom Flat of Panel Over Insulation and Into Wood Supports
67	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
68	D1.5 Cellular Deck D1.5.1 Safety Factors and Resistance Factors for Cellular Deck D1.5.2 Connection Strength and Design
69	D1.6 Standing Seam Panels D1.7 Double-Skinned Panels
70	D2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb
72	D2.1 Cellular Deck D3 Shear and Uplift Interaction D3.1 Support Connections
73	D3.1.1 Arc Spot Welds
74	D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
77	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
79	D3.1.3 Power-Actuated Fasteners
80	D3.1.4 Nails Through Bottom Flats Into Wood Supports
81	D3.2 Sidelap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills
82	D4.1 Structural Concrete-Filled Diaphragms D4.1.1 Diagonal Tension Limit State
83	D4.1.2 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
84	D4.2.1 Strength of Lightweight Insulation-Filled Diaphragms D4.2.2 Fasteners at Lateral Load Transfer Locations
85	D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
86	D5.1.2 Fluted Acoustic Panels With Perforated Elements
87	D5.2 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
88	D5.2.2 Screws Into Steel D5.2.3 Wood Screws or Nails Into Wood Supports
89	D5.2.4 Power-Actuated Fasteners Into Supports D5.2.5 Non-Piercing Button Punch Fasteners at Steel Panel Sidelaps D5.2.6 Other Fasteners – Flexibility Determined by Tests D5.3 Stiffness of Cellular Deck D5.3.1 Cellular Deck Without Perforations
91	D5.3.2 Cellular Deck With Perforations D5.4 Stiffness of Concrete-Filled Diaphragms D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms
92	D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
93	D6 Diaphragm Flexibility
94	E. 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
95	E1.2.1 Test Assembly Requirements
97	E1.2.2 Test Calibration
102	E1.2.3 Laboratory Testing Reports E2 Single Diaphragm System E2.1 Test System Requirements
103	E2.1.1 Fastener and Weld Requirements
104	E2.1.2 Concrete Requirements E2.2 Test Calibration
105	E2.3 Laboratory Testing Reports E2.4 Adjustment for Design
106	E2.4.1 Adjustment to Strength of Diaphragms Without Structural Concrete Fill
108	E2.4.2 Adjustment to Strength of Diaphragms With Structural Concrete Fill
109	E2.5 Test Results Interpretation
111	Appendix 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
112	1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
116	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
117	1.6 Determination of Warping Factor for Perforated Deck
118	Appendix 2: Strength at Perimeter Load Delivery Point 2.1 General 2.1.1 Scope 2.1.2 Applicability 2.2 Connection Design
119	2.3 Axial Compression Design in Panel
120	2.3.1 Combined Compressive Axial Load and Bending in Panel
121	2.4 Axial Tension Design in Panel 2.4.1 Combined Tensile Axial Load and Bending in Panel
124	DISCLAIMER
126	TABLE OF CONTENTS
130	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope
131	A1.2 Applicability A1.3 Definitions
132	A2 Materials A3 Loads A4 Referenced Documents A5 Units of Symbols and Terms
134	B. 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
137	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General
138	C2 Strength Design C3 Deflection Requirements
141	D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
144	D1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs
145	D1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports D1.1.2 Screws Into Steel Supports
146	D1.1.3 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
147	D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support D1.1.5 Other Connections With Fasteners Into Steel, Wood, or Concrete Support
148	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Sidelap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns
149	D1.2.1 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
150	D1.2.5 Sidelap Screw Connections D1.2.6 Non-Piercing Button Punch Sidelap Connections
151	D1.2.7 Other Sidelap Connections D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
152	D1.3.1 Screws Through Bottom Flat of Panel Over Insulation and Into Steel Supports D1.3.1.1 Screws at Interior Flutes
153	D1.3.1.2 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
154	D1.3.3 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
155	D1.5.2 Connection Strength and Design D1.6 Standing Seam Panels
156	D1.7 Double-Skinned Panels
157	D2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb
159	D2.1 Cellular Deck D3 Shear and Uplift Interaction
160	D3.1 Support Connections D3.1.1 Arc Spot Welds D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
161	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports D3.1.3 Power-Actuated Fasteners
162	D3.1.4 Nails Through Bottom Flats Into Wood Supports
163	D3.2 Sidelap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills
164	D4.1 Structural Concrete-Filled Diaphragm
165	D4.1.1 Diagonal Tension Limit State D4.1.2 Fastener Strength Limit State
166	D4.2 Lightweight Insulating Concrete-Filled Diaphragms
167	D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
168	D5.1.2 Fluted Acoustic Panels With Perforated Elements
169	D5.2 Connection Flexibility
170	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 D5.2.2 Screws Into Steel
171	D5.2.3 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
172	D5.2.6 Other Fasteners – 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
173	D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms D6 Diaphragm Flexibility
174	E. 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
178	E1.2.1 Test Assembly Requirements
180	E1.2.2 Test Calibration
182	E1.2.3 Laboratory Testing Reports
183	E2 Single Diaphragm System E2.1 Test System Requirements E2.1.1 Fastener and Weld Requirements
184	E2.1.2 Concrete Requirements E2.2 Test Calibration E2.3 Laboratory Testing Reports
185	E2.4 Adjustment for Design E2.4.1 Diaphragms Without Structural Concrete Fill E2.4.2 Diaphragms With Structural Concrete Fill E2.5 Test Results Interpretation
187	APPENDIX 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
189	1.3 Determination of Support Factor, (c 1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
190	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
191	1.6 Determination of Warping Factor for Perforated Deck
193	APPENDIX 2: STRENGTH AT PERIMETER LOAD DELIVERY POINT
194	REFERENCES

Additional information

Standard Title	AISI S310-20w/S1-22, North American Standard for the Design of Profiled Steel Diaphragm Panels, 2020 Edition with Supplement 1
Published Code	AISI
Publication Date	2020
Pages Count	199

Preview PDF


PDF Format	Searchable	Printable	Preview Now

AISI S310 2020 wS1

PDF Catalog

Related products