ASCE 7 02 2002

$74.75

ASCE Standard 7 Minimum Design Loads for Buildings and Other Structures

Published By	Publication Date	Number of Pages
ASCE	2002	398

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Description

The revised Minimum Design Loads for Buildings and Other Structures, SEI/ASCE 7-02, gives the latest consensus requirements for dead, live, soil, flood, wind, snow, rain, ice, and earthquake loads, and their combinations, that are suitable for inclusion in building codes and other documents. SEI/ASCE 7-02 is a revision of ASCE 7-98. Revisions incorporated in SEI/ASCE 7-02 include significant changes made to the following sections: general provisions, load combinations, live loads, flood loads, wind loads, snow loads, earthquake loads, and atmospheric ice loads. The Earthquake Load Provisions in SEI / ASCE 7-02 are now substantially adopted by reference in the 2003 International Building Code and the 2002 NFPA 5000 Building Construction and Safety Code. Numerous other provisions of all other SEI/ASCE 7-02 are also adopted by reference by both model building codes including the provisions for calculating wind loads and snow loads thereby making SEI/ASCE 7 an integral part of the building codes of the United States.

PDF Catalog

PDF Pages	PDF Title
2	Introductory Material Introductory Material
9	Standard Contents Standard Contents
25	Commentary Contents Commentary Contents
29	1.0 General 1.0 General
33	2.0 Combinations of Loads 2.0 Combinations of Loads
35	3.0 Dead Loads 3.0 Dead Loads
37	4.0 Live Loads 4.0 Live Loads
44	5.0 Soil and Hydrostatic Pressure and Flood Loads 5.0 Soil and Hydrostatic Pressure and Flood Loads
50	6.0 Wind Loads 6.0 Wind Loads 6.1 General 6.1 General 6.2 Definitions 6.2 Definitions
52	6.3 Symbols and Notations 6.3 Symbols and Notations
53	6.4 Method 1 – Simplified Procedure 6.4 Method 1 – Simplified Procedure
54	6.5 Method 2 – Analytical Procedure 6.5 Method 2 – Analytical Procedure
61	6.6 Method 3 – Wind-Tunnel Procedure 6.6 Method 3 – Wind-Tunnel Procedure
62	6.7 References 6.7 References
104	7.0 Snow Loads 7.0 Snow Loads
120	8.0 Rain Loads 8.0 Rain Loads
122	9.0 Earthquake Loads 9.0 Earthquake Loads 9.1 General Provisions 9.1 General Provisions
124	9.2.1 Definitions 9.2.1 Definitions
129	9.2.2 Symbols 9.2.2 Symbols
134	9.4.1 Procedures for Determining Maximum Considered Earthquake and Design Earthquake Ground Motion Accelerations and Response Spectra 9.4.1 Procedures for Determining Maximum Considered Earthquake and Design Earthquake Ground Motion Accelerations and Response Spectra
158	9.4.2 Seismic Design Category 9.4.2 Seismic Design Category 9.4.3 Quality Assurance 9.4.3 Quality Assurance
159	9.5 Structural Design Criteria, Analysis, and Procedures 9.5 Structural Design Criteria, Analysis, and Procedures
184	9.6 Architectural, Mechanical, and Electrical Components and Systems 9.6 Architectural, Mechanical, and Electrical Components and Systems 9.6.1 General 9.6.1 General
188	9.6.2 Architectural Component Design 9.6.2 Architectural Component Design
192	9.6.3 Mechanical and Electrical Component Design 9.6.3 Mechanical and Electrical Component Design
199	9.7 Foundation Design Requirements 9.7 Foundation Design Requirements 9.7.1 General 9.7.1 General 9.7.2 Seismic Design Category A 9.7.2 Seismic Design Category A 9.7.3 Seismic Design Category B 9.7.3 Seismic Design Category B 9.7.4 Seismic Design Category C 9.7.4 Seismic Design Category C
200	9.7.5 Foundation Requirements for Seismic Design Categories D, E, and F 9.7.5 Foundation Requirements for Seismic Design Categories D, E, and F
201	9.8 Steel 9.8 Steel 9.9 Structural Concrete 9.9 Structural Concrete 9.10 Composite Structures 9.10 Composite Structures
202	9.11 Masonry 9.11 Masonry 9.12 Wood 9.12 Wood 9.13 Provisions for Seismically Isolated Structures 9.13 Provisions for Seismically Isolated Structures 9.13.1 General 9.13.1 General 9.13.2 Criteria Selection 9.13.2 Criteria Selection
203	9.13.3 Equivalent Lateral Force Procedure 9.13.3 Equivalent Lateral Force Procedure
206	9.13.4 Dynamic Lateral Response Procedure 9.13.4 Dynamic Lateral Response Procedure
209	9.13.5 Lateral Load on Elements of Structures and Nonstructural Components Supported 9.13.5 Lateral Load on Elements of Structures and Nonstructural Components Supported 9.13.6 Detailed System Requirements 9.13.6 Detailed System Requirements
210	9.13.7 Foundations 9.13.7 Foundations
211	9.13.8 Design and Construction Review 9.13.8 Design and Construction Review 9.13.9 Required Tests of the Isolation System 9.13.9 Required Tests of the Isolation System
213	9.14 Nonbuilding Structures 9.14 Nonbuilding Structures 9.14.1 General 9.14.1 General
214	9.14.2 Reference Standards 9.14.2 Reference Standards
215	9.14.3 Industry Design Standards and Recommended Practice 9.14.3 Industry Design Standards and Recommended Practice 9.14.4 Nonbuilding Structures Supported by Other Structures 9.14.4 Nonbuilding Structures Supported by Other Structures 9.14.5 Structural Design Requirements 9.14.5 Structural Design Requirements
219	9.14.6 Nonbuilding Structures Similar to Buildings 9.14.6 Nonbuilding Structures Similar to Buildings
221	9.14.7 Nonbuilding Structures Not Similar to Buildings 9.14.7 Nonbuilding Structures Not Similar to Buildings
234	10.0 Ice Loads – Atmospheric Icing 10.0 Ice Loads – Atmospheric Icing
244	A.9 Supplemental Provisions A.9 Supplemental Provisions A.9.1 Purpose A.9.1 Purpose A.9.3 Quality Assurance A.9.3 Quality Assurance
247	A.9.7 Supplementary Foundation Requirements A.9.7 Supplementary Foundation Requirements
250	A.9.8 Supplementary Provisions for Steel A.9.8 Supplementary Provisions for Steel
251	A.9.9 Supplementary Provisions for Concrete A.9.9 Supplementary Provisions for Concrete
254	A.9.11 Supplementary Provisions Masonry A.9.11 Supplementary Provisions Masonry
256	B.0 Serviceability Considerations B.0 Serviceability Considerations C1.0 General C1.0 General
264	C2.0 Combinations of Loads C2.0 Combinations of Loads
270	C3.0 Dead Loads C3.0 Dead Loads
279	C4.0 Live Loads C4.0 Live Loads
286	C5.0 Soil and Hydrostatic Pressure and Flood Loads C5.0 Soil and Hydrostatic Pressure and Flood Loads
295	C6.0 Wind Loads C6.0 Wind Loads C6.1 General C6.1 General C6.2 Definitions C6.2 Definitions
296	C6.3 Symbols and Notation C6.3 Symbols and Notation
297	C6.4 Method 1 – Simplified Procedure C6.4 Method 1 – Simplified Procedure C6.5 Method 2 – Analytical Procedure C6.5 Method 2 – Analytical Procedure C6.5.1 Scope C6.5.1 Scope
298	C6.5.2 Limitations and Analytical Procedure C6.5.2 Limitations and Analytical Procedure C6.5.4 Basic Wind Speed C6.5.4 Basic Wind Speed
301	C6.5.5 Importance Factor C6.5.5 Importance Factor C6.5.6 Exposure Categories C6.5.6 Exposure Categories
307	C6.5.7 Wind Speed-Up over Hills and Escarpments C6.5.7 Wind Speed-Up over Hills and Escarpments C6.5.8 Gust Effect Factors C6.5.8 Gust Effect Factors
308	C6.5.9 Enclosure Classifications C6.5.9 Enclosure Classifications
309	C6.5.10 Velocity Pressure C6.5.10 Velocity Pressure
310	C6.5.11 Pressure and Force Coefficients C6.5.11 Pressure and Force Coefficients
315	C6.5.12 Design Wind Loads on Buildings C6.5.12 Design Wind Loads on Buildings
316	C6.6 Method 3 – Wind-Tunnel Procedure C6.6 Method 3 – Wind-Tunnel Procedure
337	C7.0 Snow Loads C7.0 Snow Loads C7.2 Ground Snow Loads C7.2 Ground Snow Loads
339	C7.3 Float Roof Snow Loads, ps C7.3 Float Roof Snow Loads, ps
341	C7.4 Sloped Roof Snow Loads, ps C7.4 Sloped Roof Snow Loads, ps
342	C7.5 Unloaded Portions C7.5 Unloaded Portions C7.6 Unbalanced Roof Snow Loads C7.6 Unbalanced Roof Snow Loads
343	C7.7 Drifts on Lower Roofs (Aerodynamic Shade) C7.7 Drifts on Lower Roofs (Aerodynamic Shade)
344	C7.8 Roof Projections C7.8 Roof Projections C7.9 Sliding Snow C7.9 Sliding Snow C7.10 Rain-On-Snow Surcharge Load C7.10 Rain-On-Snow Surcharge Load
345	C7.11 Ponding Instability C7.11 Ponding Instability C7.12 Existing Roofs C7.12 Existing Roofs C7.13 Other Roofs and Sites C7.13 Other Roofs and Sites
359	C8.0 Rain Loads C8.0 Rain Loads
363	C9.0 Earthquake Loads C9.0 Earthquake Loads
368	C9.9 Structural Concrete C9.9 Structural Concrete C9.12 Wood C9.12 Wood C9.14 Nonbuilding Structures C9.14 Nonbuilding Structures
370	CA.9.9 Supplementary Provisions for Concrete CA.9.9 Supplementary Provisions for Concrete CA.9.11 Supplementary Provisions for Masonry CA.9.11 Supplementary Provisions for Masonry
374	C10.0 Ice Loads – Atmospheric Icing C10.0 Ice Loads – Atmospheric Icing C10.1 General C10.1 General
375	C10.2 Definitions C10.2 Definitions
376	C10.4 Ice Loads Due to Freezing Rain C10.4 Ice Loads Due to Freezing Rain
379	C10.5 Wind-On-Ice-Covered Structures C10.5 Wind-On-Ice-Covered Structures C10.6 Partial Loading C10.6 Partial Loading References References
387	CB Serviceability Considerations CB Serviceability Considerations
391	Index Index