AISI S310 2016

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AISI S310-16: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2016 Edition

Published By	Publication Date	Number of Pages
AISI	2016	187

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PDF Pages	PDF Title
3	DISCLAIMER
20	NORTH AMERICAN STANDARD FOR THE DESIGN OFPROFILED STEEL DIAPHRAGM PANELS
26	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope A1.2 Applicability
27	A1.3 Definitions
29	A2 Materials A3 Loads A4 Referenced Documents
30	A5 Units of Symbols and Terms
31	B. SAFETY FACTORS AND RESISTANCE FACTORS B1 Safety Factors and Resistance Factors of Diaphragms With Steel Supports and No Concrete Fill B1.1 Floor, Roof, or Wall Steel Diaphragm Construction
33	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General C2 Strength Design C3 Deflection Requirements
35	D. DIAPHRAGM NOMINAL SHEAR STRENGTH PER UNIT LENGTH AND STIFFNESS DETERMINED BY CALCULATION
36	D1 Diaphragm Shear Strength per Unit Length Controlled by Connection Strength, Snf
40	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
44	D1.1.2 Screws Into Steel Supports
45	D1.1.3 Power-Actuated Fasteners Into Steel Supports
46	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
48	D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
50	D1.1.5 Other Connections With Fasteners Into Steel, Wood or Concrete Support
51	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Side-Lap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns
52	D1.2.1 Arc Spot Welds
53	D1.2.2 Fillet Welds Subject to Longitudinal Shear D1.2.3 Flare Groove Welds Subject to Longitudinal Shear
54	D1.2.4 Top Arc Seam Side-Lap Welds Subject to Longitudinal Shear
55	D1.2.5 Side-Lap Screw Connections D1.2.6 Non-Piercing Button Punch Side-Lap Connections D1.2.7 Other Side-Lap Connections
56	D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf
57	D1.3.1 Lap-Up Condition at Side-Lap D1.3.1.1 Lap-Up Condition With Side-Lap Fasteners Not Into Support
58	D1.3.1.2 Lap-Up Condition With Side-Lap Fasteners Into Support D1.3.2 Lap-Down Condition at Side-Lap
59	D1.3.3 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
60	D1.6 Standing Seam Panels
61	D1.7 Double-Skinned Panels
62	D2 Stability Limit, Snb D2.1 Fluted Panel
63	D2.2 Cellular Deck D3 Shear and Uplift Interaction D3.1 Support Connections
64	D3.1.1 Arc Spot Welds
65	D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
68	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
70	D3.1.3 Power-Actuated Fasteners
71	D3.1.4 Nails Through Bottom Flats Into Wood Supports
72	D3.2 Side-Lap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills D4.1 Safety Factors and Resistance Factors
73	D4.2 Structural Concrete-Filled Diaphragms D4.3 Lightweight Insulating Concrete-Filled Diaphragms
74	D4.4 Perimeter Fasteners for Concrete-Filled Diaphragms
76	D4.4.1 Steel-Headed Stud Anchors D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
78	D5.1.2 Fluted Acoustic Panels With Perforated Elements D5.2 Connection Flexibility
79	D5.2.1 Welds Into Steel D5.2.1.1 Arc Spot or Arc Seam Welds D5.2.1.2 Top Arc Seam Side-Lap Welds D5.2.2 Screws Into Steel
80	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 Side-Laps
81	D5.2.6 Other Fasteners – Flexibility Determined by Tests D5.3 Stiffness of Cellular Deck D5.3.1 Cellular Deck Without Perforations
83	D5.3.2 Cellular Deck With Perforations D5.4 Stiffness of Concrete-Filled Diaphragms D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms
84	D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
85	D6 Diaphragm Flexibility
86	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
87	E1.2.1 Test Assembly Requirements
89	E1.2.2 Test Calibration
94	E1.2.3 Laboratory Testing Reports E2 Single Diaphragm System E2.1 Test System Requirements
95	E2.1.1 Fastener and Weld Requirements
96	E2.1.2 Concrete Requirements E2.2 Test Calibration
97	E2.3 Laboratory Testing Reports E2.4 Adjustment for Design
98	E2.4.1 Adjustment to Strength of Diaphragms Without Structural Concrete Fill
100	E2.4.2 Adjustment to Strength of Diaphragms With Structural Concrete Fill
101	E2.5 Test Results Interpretation
103	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
104	1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
108	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
109	1.6 Determination of Warping Factor for Perforated Deck
110	Appendix 2: Strength at Perimeter Load Delivery Point 2.1 General 2.1.1 Scope 2.1.2 Applicability 2.2 Connection Design
111	2.3 Axial Compression Design in Panel
112	2.3.1 Combined Compressive Axial Load and Bending in Panel
113	2.4 Axial Tension Design in Panel 2.4.1 Combined Tensile Axial Load and Bending in Panel
118	Symbols and Definitions
119	COMMENTARY ON THE NORTH AMERICAN STANDARD FOR THEDESIGN OF PROFILED STEEL DIAPHRAGM PANELS
124	A. GENERAL PROVISIONS A1 Scope, Applicability, and Definitions A1.1 Scope
125	A1.2 Applicability A1.3 Definitions
126	A2 Materials A3 Loads A4 Referenced Documents A5 Units of Symbols and Terms
127	B SAFETY FACTORS AND RESISTANCE FACTORS B1 Safety Factors and Resistance Factors of Diaphragm With Steel Supports and No Concrete Fill B1.1 Floor, Roof, or Wall Steel Diaphragm Construction
130	C. DIAPHRAGM AND WALL DIAPHRAGM DESIGN C1 General
131	C2 Strength Design C3 Deflection Requirements
134	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
136	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
137	D1.1.2 Screws Into Steel Supports D1.1.3 Power-Actuated Fasteners Into Steel Supports
138	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 D1.1.4.3 Screw or Nail Connection Strength Through Top Flat and Into Support
139	D1.1.5 Other Connections With Fasteners Into Steel, Wood, or Concrete Support
140	D1.1.6 Support Connection Strength Controlled by Edge Dimension and Rupture D1.2 Side-Lap Connection Shear Strength [Resistance] in Fluted Deck or Panel, Pns D1.2.1 Arc Spot Welds
141	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 Side-Lap Welds Subject to Longitudinal Shear
142	D1.2.5 Side-Lap Screw Connections D1.2.6 Non-Piercing Button Punch Side-Lap Connections D1.2.7 Other Side-Lap Connections
143	D1.3 Diaphragm Shear Strength per Unit Length Controlled by Support Connection Strength Through Insulation, Snf D1.3.1 Lap-Up Condition at Side-Lap D1.3.1.1 Lap-Up Condition With Side-Lap Fasteners Not Into Support D1.3.1.2 Lap-Up Condition With Side-Lap Fasteners Into Support
144	D1.3.2 Lap-Down Condition at Side-Lap D1.3.3 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
145	D1.6 Standing Seam Panels
146	D1.7 Double-Skinned Panels D2 Stability Limit, Snb D2.1 Fluted Panel
148	D2.2 Cellular Deck
149	D3 Shear and Uplift Interaction D3.1 Support Connections D3.1.1 Arc Spot Welds D3.1.2 Screws D3.1.2.1 Screws Into Steel Supports
150	D3.1.2.2 Screws Through Bottom Flats Into Wood Supports
151	D3.1.3 Power-Actuated Fasteners
152	D3.1.4 Nails Through Bottom Flats Into Wood Supports D3.2 Side-Lap Connections D4 Steel Deck Diaphragms With Structural Concrete or Insulating Concrete Fills D4.1 Safety Factors and Resistance Factors
153	D4.2 Structural Concrete-Filled Diaphragms D4.3 Lightweight Insulating Concrete-Filled Diaphragms
154	D4.4 Perimeter Fasteners for Concrete-Filled Diaphragms
155	D4.4.1 Steel-Headed Stud Anchors
156	D5 Diaphragm Stiffness D5.1 Stiffness of Fluted Panels D5.1.1 Fluted Panels Without Perforated Elements
157	D5.1.2 Fluted Acoustic Panels With Perforated Elements
158	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 Side-Lap Welds
159	D5.2.2 Screws Into Steel
160	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 Side-Laps D5.2.6 Other Fasteners – Flexibility Determined by Tests D5.3 Stiffness of Cellular Deck D5.3.1 Cellular Deck Without Perforations
161	D5.3.2 Cellular Deck With Perforations D5.4 Stiffness of Concrete-Filled Diaphragms D5.4.1 Stiffness of Structural Concrete-Filled Diaphragms D5.4.2 Stiffness of Insulating Concrete-Filled Diaphragms
162	D6 Diaphragm Flexibility
163	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
167	E1.2.1 Test Assembly Requirements
169	E1.2.2 Test Calibration
171	E1.2.3 Laboratory Testing Reports
172	E2 Single Diaphragm System E2.1 Test System Requirements E2.1.1 Fastener and Weld Requirements
173	E2.1.2 Concrete Requirements E2.2 Test Calibration E2.3 Laboratory Testing Reports
174	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
176	COMMENTARY ON THE NORTH AMERICAN STANDARD FOR THEDESIGN OF PROFILED STEEL DIAPHRAGM PANELS 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
178	1.3 Determination of Support Factor, (c 1.4 Determination of Warping Factor Where Insulation Is Not Present Beneath the Panel
179	1.5 Determination of Warping Factor Where Insulation is Present Beneath the Panel
180	1.6 Determination of Warping Factor for Perforated Deck
182	APPENDIX 2: STRENGTH AT PERIMETER LOAD DELIVERY POINT
183	REFERENCES

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Standard Title	AISI S310-16: North American Standard for the Design of Profiled Steel Diaphragm Panels, 2016 Edition
Published Code	AISI
Publication Date	2016
Pages Count	187

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