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AISI S310 2020

$35.75

AISI S310-20: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2020 Edition

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AISI 2020
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3 DISCLAIMER
28 A. GENERAL PROVISIONS
A1 Scope, Applicability, and Definitions
A1.1 Scope
A1.2 Applicability
29 A1.3 Definitions
31 A2 Materials
A3 Loads
A4 Referenced Documents
32 A5 Units of Symbols and Terms
33 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
35 C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN
C1 General
C2 Strength Design
C3 Deflection Requirements
37 D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION
38 D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
43 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
47 D1.1.2 Screws Into Steel Supports
48 D1.1.3 Power-Actuated Fasteners Into Steel Supports
49 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
51 D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
53 D1.1.5 Other Connections With Fasteners Into Steel, Wood or Concrete Support
54 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
55 D1.2.1 Arc Spot Welds
56 D1.2.2 Fillet Welds Subject to Longitudinal Shear
D1.2.3 Flare Groove Welds Subject to Longitudinal Shear
57 D1.2.4 Top Arc Seam Sidelap Welds Subject to Longitudinal Shear
58 D1.2.5 Sidelap Screw Connections
D1.2.6 Non-Piercing Button Punch Sidelap Connections
D1.2.7 Other Sidelap Connections
59 D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
62 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
63 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
64 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
65 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
66 D1.5 Cellular Deck
D1.5.1 Safety Factors and Resistance Factors for Cellular Deck
D1.5.2 Connection Strength and Design
67 D1.6 Standing Seam Panels
D1.7 Double-Skinned Panels
68 D2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb
70 D2.1 Cellular Deck
D3 Shear and Uplift Interaction
D3.1 Support Connections
71 D3.1.1 Arc Spot Welds
72 D3.1.2 Screws
D3.1.2.1 Screws Into Steel Supports
75 D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
77 D3.1.3 Power-Actuated Fasteners
78 D3.1.4 Nails Through Bottom Flats Into Wood Supports
79 D3.2 Sidelap Connections
D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills
80 D4.1 Safety Factors and Resistance Factors
D4.2 Structural Concrete-Filled Diaphragms
81 D4.3 Lightweight Insulating Concrete-Filled Diaphragms
D4.4 Perimeter Fasteners for Concrete-Filled Diaphragms
83 D4.4.1 Steel Headed Stud Anchors
84 D5 Diaphragm Stiffness
D5.1 Stiffness of Fluted Panels
D5.1.1 Fluted Panels Without Perforated Elements
85 D5.1.2 Fluted Acoustic Panels With Perforated Elements
86 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
87 D5.2.2 Screws Into Steel
D5.2.3 Wood Screws or Nails Into Wood Supports
88 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
90 D5.3.2 Cellular Deck With Perforations
D5.4 Stiffness of Concrete-Filled Diaphragms
D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms
91 D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
92 D6 Diaphragm Flexibility
93 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
94 E1.2.1 Test Assembly Requirements
96 E1.2.2 Test Calibration
101 E1.2.3 Laboratory Testing Reports
E2 Single Diaphragm System
E2.1 Test System Requirements
102 E2.1.1 Fastener and Weld Requirements
103 E2.1.2 Concrete Requirements
E2.2 Test Calibration
104 E2.3 Laboratory Testing Reports
E2.4 Adjustment for Design
105 E2.4.1 Adjustment to Strength of Diaphragms Without Structural Concrete Fill
107 E2.4.2 Adjustment to Strength of Diaphragms With Structural Concrete Fill
108 E2.5 Test Results Interpretation
110 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
111 1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
115 1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
116 1.6 Determination of Warping Factor for Perforated Deck
117 Appendix 2: Strength at Perimeter Load Delivery Point
2.1 General
2.1.1 Scope
2.1.2 Applicability
2.2 Connection Design
118 2.3 Axial Compression Design in Panel
119 2.3.1 Combined Compressive Axial Load and Bending in Panel
120 2.4 Axial Tension Design in Panel
2.4.1 Combined Tensile Axial Load and Bending in Panel
125 TABLE OF CONTENTS
129 A. GENERAL PROVISIONS
A1 Scope, Applicability, and Definitions
A1.1 Scope
130 A1.2 Applicability
A1.3 Definitions
131 A2 Materials
A3 Loads
A4 Referenced Documents
A5 Units of Symbols and Terms
133 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
136 C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN
C1 General
137 C2 Strength Design
C3 Deflection Requirements
140 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
143 D1.1 Support Connection Shear Strength in Fluted Deck or Panels, Pnf and Pnfs
144 D1.1.1 Arc Spot Welds or Arc Seam Welds on Steel Supports
D1.1.2 Screws Into Steel Supports
145 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
146 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
147 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
D1.2.1 Arc Spot Welds
148 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
149 D1.2.5 Sidelap Screw Connections
D1.2.6 Non-Piercing Button Punch Sidelap Connections
D1.2.7 Other Sidelap Connections
150 D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
151 D1.3.1 Screws Through Bottom Flat of Panel Over Insulation and Into Steel Supports
D1.3.1.1 Screws at Interior Flutes
152 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
153 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
D1.5.2 Connection Strength and Design
154 D1.6 Standing Seam Panels
155 D1.7 Double-Skinned Panels
D2 Diaphragm Shear Strength per Unit Length Controlled by Stability, Snb
158 D2.1 Cellular Deck
D3 Shear and Uplift Interaction
D3.1 Support Connections
159 D3.1.1 Arc Spot Welds
D3.1.2 Screws
D3.1.2.1 Screws Into Steel Supports
160 D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
D3.1.3 Power-Actuated Fasteners
161 D3.1.4 Nails Through Bottom Flats Into Wood Supports
D3.2 Sidelap Connections
162 D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills
D4.1 Safety Factors and Resistance Factors
163 D4.2 Structural Concrete-Filled Diaphragms
164 D4.3 Lightweight Insulating Concrete-Filled Diaphragms
165 D4.4 Perimeter Fasteners for Concrete-Filled Diaphragms
166 D4.4.1 Steel-Headed Stud Anchors
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
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
170 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
D5.2.6 Other Fasteners – Flexibility Determined by Tests
D5.3 Stiffness of Cellular Deck
D5.3.1 Cellular Deck Without Perforations
172 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
AISI S310 2020
$35.75