{"id":25856,"date":"2024-10-17T00:33:13","date_gmt":"2024-10-17T00:33:13","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-7-02-2002\/"},"modified":"2024-10-24T13:42:35","modified_gmt":"2024-10-24T13:42:35","slug":"asce-7-02-2002","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-7-02-2002\/","title":{"rendered":"ASCE 7 02 2002"},"content":{"rendered":"

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.<\/span><\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nIntroductory Material
Introductory Material <\/td>\n<\/tr>\n
9<\/td>\nStandard Contents
Standard Contents <\/td>\n<\/tr>\n
25<\/td>\nCommentary Contents
Commentary Contents <\/td>\n<\/tr>\n
29<\/td>\n1.0 General
1.0 General <\/td>\n<\/tr>\n
33<\/td>\n2.0 Combinations of Loads
2.0 Combinations of Loads <\/td>\n<\/tr>\n
35<\/td>\n3.0 Dead Loads
3.0 Dead Loads <\/td>\n<\/tr>\n
37<\/td>\n4.0 Live Loads
4.0 Live Loads <\/td>\n<\/tr>\n
44<\/td>\n5.0 Soil and Hydrostatic Pressure and Flood Loads
5.0 Soil and Hydrostatic Pressure and Flood Loads <\/td>\n<\/tr>\n
50<\/td>\n6.0 Wind Loads
6.0 Wind Loads
6.1 General
6.1 General
6.2 Definitions
6.2 Definitions <\/td>\n<\/tr>\n
52<\/td>\n6.3 Symbols and Notations
6.3 Symbols and Notations <\/td>\n<\/tr>\n
53<\/td>\n6.4 Method 1 – Simplified Procedure
6.4 Method 1 – Simplified Procedure <\/td>\n<\/tr>\n
54<\/td>\n6.5 Method 2 – Analytical Procedure
6.5 Method 2 – Analytical Procedure <\/td>\n<\/tr>\n
61<\/td>\n6.6 Method 3 – Wind-Tunnel Procedure
6.6 Method 3 – Wind-Tunnel Procedure <\/td>\n<\/tr>\n
62<\/td>\n6.7 References
6.7 References <\/td>\n<\/tr>\n
104<\/td>\n7.0 Snow Loads
7.0 Snow Loads <\/td>\n<\/tr>\n
120<\/td>\n8.0 Rain Loads
8.0 Rain Loads <\/td>\n<\/tr>\n
122<\/td>\n9.0 Earthquake Loads
9.0 Earthquake Loads
9.1 General Provisions
9.1 General Provisions <\/td>\n<\/tr>\n
124<\/td>\n9.2.1 Definitions
9.2.1 Definitions <\/td>\n<\/tr>\n
129<\/td>\n9.2.2 Symbols
9.2.2 Symbols <\/td>\n<\/tr>\n
134<\/td>\n9.4.1 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 <\/td>\n<\/tr>\n
158<\/td>\n9.4.2 Seismic Design Category
9.4.2 Seismic Design Category
9.4.3 Quality Assurance
9.4.3 Quality Assurance <\/td>\n<\/tr>\n
159<\/td>\n9.5 Structural Design Criteria, Analysis, and Procedures
9.5 Structural Design Criteria, Analysis, and Procedures <\/td>\n<\/tr>\n
184<\/td>\n9.6 Architectural, Mechanical, and Electrical Components and Systems
9.6 Architectural, Mechanical, and Electrical Components and Systems
9.6.1 General
9.6.1 General <\/td>\n<\/tr>\n
188<\/td>\n9.6.2 Architectural Component Design
9.6.2 Architectural Component Design <\/td>\n<\/tr>\n
192<\/td>\n9.6.3 Mechanical and Electrical Component Design
9.6.3 Mechanical and Electrical Component Design <\/td>\n<\/tr>\n
199<\/td>\n9.7 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 <\/td>\n<\/tr>\n
200<\/td>\n9.7.5 Foundation Requirements for Seismic Design Categories D, E, and F
9.7.5 Foundation Requirements for Seismic Design Categories D, E, and F <\/td>\n<\/tr>\n
201<\/td>\n9.8 Steel
9.8 Steel
9.9 Structural Concrete
9.9 Structural Concrete
9.10 Composite Structures
9.10 Composite Structures <\/td>\n<\/tr>\n
202<\/td>\n9.11 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 <\/td>\n<\/tr>\n
203<\/td>\n9.13.3 Equivalent Lateral Force Procedure
9.13.3 Equivalent Lateral Force Procedure <\/td>\n<\/tr>\n
206<\/td>\n9.13.4 Dynamic Lateral Response Procedure
9.13.4 Dynamic Lateral Response Procedure <\/td>\n<\/tr>\n
209<\/td>\n9.13.5 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 <\/td>\n<\/tr>\n
210<\/td>\n9.13.7 Foundations
9.13.7 Foundations <\/td>\n<\/tr>\n
211<\/td>\n9.13.8 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 <\/td>\n<\/tr>\n
213<\/td>\n9.14 Nonbuilding Structures
9.14 Nonbuilding Structures
9.14.1 General
9.14.1 General <\/td>\n<\/tr>\n
214<\/td>\n9.14.2 Reference Standards
9.14.2 Reference Standards <\/td>\n<\/tr>\n
215<\/td>\n9.14.3 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 <\/td>\n<\/tr>\n
219<\/td>\n9.14.6 Nonbuilding Structures Similar to Buildings
9.14.6 Nonbuilding Structures Similar to Buildings <\/td>\n<\/tr>\n
221<\/td>\n9.14.7 Nonbuilding Structures Not Similar to Buildings
9.14.7 Nonbuilding Structures Not Similar to Buildings <\/td>\n<\/tr>\n
234<\/td>\n10.0 Ice Loads – Atmospheric Icing
10.0 Ice Loads – Atmospheric Icing <\/td>\n<\/tr>\n
244<\/td>\nA.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 <\/td>\n<\/tr>\n
247<\/td>\nA.9.7 Supplementary Foundation Requirements
A.9.7 Supplementary Foundation Requirements <\/td>\n<\/tr>\n
250<\/td>\nA.9.8 Supplementary Provisions for Steel
A.9.8 Supplementary Provisions for Steel <\/td>\n<\/tr>\n
251<\/td>\nA.9.9 Supplementary Provisions for Concrete
A.9.9 Supplementary Provisions for Concrete <\/td>\n<\/tr>\n
254<\/td>\nA.9.11 Supplementary Provisions Masonry
A.9.11 Supplementary Provisions Masonry <\/td>\n<\/tr>\n
256<\/td>\nB.0 Serviceability Considerations
B.0 Serviceability Considerations
C1.0 General
C1.0 General <\/td>\n<\/tr>\n
264<\/td>\nC2.0 Combinations of Loads
C2.0 Combinations of Loads <\/td>\n<\/tr>\n
270<\/td>\nC3.0 Dead Loads
C3.0 Dead Loads <\/td>\n<\/tr>\n
279<\/td>\nC4.0 Live Loads
C4.0 Live Loads <\/td>\n<\/tr>\n
286<\/td>\nC5.0 Soil and Hydrostatic Pressure and Flood Loads
C5.0 Soil and Hydrostatic Pressure and Flood Loads <\/td>\n<\/tr>\n
295<\/td>\nC6.0 Wind Loads
C6.0 Wind Loads
C6.1 General
C6.1 General
C6.2 Definitions
C6.2 Definitions <\/td>\n<\/tr>\n
296<\/td>\nC6.3 Symbols and Notation
C6.3 Symbols and Notation <\/td>\n<\/tr>\n
297<\/td>\nC6.4 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 <\/td>\n<\/tr>\n
298<\/td>\nC6.5.2 Limitations and Analytical Procedure
C6.5.2 Limitations and Analytical Procedure
C6.5.4 Basic Wind Speed
C6.5.4 Basic Wind Speed <\/td>\n<\/tr>\n
301<\/td>\nC6.5.5 Importance Factor
C6.5.5 Importance Factor
C6.5.6 Exposure Categories
C6.5.6 Exposure Categories <\/td>\n<\/tr>\n
307<\/td>\nC6.5.7 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 <\/td>\n<\/tr>\n
308<\/td>\nC6.5.9 Enclosure Classifications
C6.5.9 Enclosure Classifications <\/td>\n<\/tr>\n
309<\/td>\nC6.5.10 Velocity Pressure
C6.5.10 Velocity Pressure <\/td>\n<\/tr>\n
310<\/td>\nC6.5.11 Pressure and Force Coefficients
C6.5.11 Pressure and Force Coefficients <\/td>\n<\/tr>\n
315<\/td>\nC6.5.12 Design Wind Loads on Buildings
C6.5.12 Design Wind Loads on Buildings <\/td>\n<\/tr>\n
316<\/td>\nC6.6 Method 3 – Wind-Tunnel Procedure
C6.6 Method 3 – Wind-Tunnel Procedure <\/td>\n<\/tr>\n
337<\/td>\nC7.0 Snow Loads
C7.0 Snow Loads
C7.2 Ground Snow Loads
C7.2 Ground Snow Loads <\/td>\n<\/tr>\n
339<\/td>\nC7.3 Float Roof Snow Loads, ps
C7.3 Float Roof Snow Loads, ps <\/td>\n<\/tr>\n
341<\/td>\nC7.4 Sloped Roof Snow Loads, ps
C7.4 Sloped Roof Snow Loads, ps <\/td>\n<\/tr>\n
342<\/td>\nC7.5 Unloaded Portions
C7.5 Unloaded Portions
C7.6 Unbalanced Roof Snow Loads
C7.6 Unbalanced Roof Snow Loads <\/td>\n<\/tr>\n
343<\/td>\nC7.7 Drifts on Lower Roofs (Aerodynamic Shade)
C7.7 Drifts on Lower Roofs (Aerodynamic Shade) <\/td>\n<\/tr>\n
344<\/td>\nC7.8 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 <\/td>\n<\/tr>\n
345<\/td>\nC7.11 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 <\/td>\n<\/tr>\n
359<\/td>\nC8.0 Rain Loads
C8.0 Rain Loads <\/td>\n<\/tr>\n
363<\/td>\nC9.0 Earthquake Loads
C9.0 Earthquake Loads <\/td>\n<\/tr>\n
368<\/td>\nC9.9 Structural Concrete
C9.9 Structural Concrete
C9.12 Wood
C9.12 Wood
C9.14 Nonbuilding Structures
C9.14 Nonbuilding Structures <\/td>\n<\/tr>\n
370<\/td>\nCA.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 <\/td>\n<\/tr>\n
374<\/td>\nC10.0 Ice Loads – Atmospheric Icing
C10.0 Ice Loads – Atmospheric Icing
C10.1 General
C10.1 General <\/td>\n<\/tr>\n
375<\/td>\nC10.2 Definitions
C10.2 Definitions <\/td>\n<\/tr>\n
376<\/td>\nC10.4 Ice Loads Due to Freezing Rain
C10.4 Ice Loads Due to Freezing Rain <\/td>\n<\/tr>\n
379<\/td>\nC10.5 Wind-On-Ice-Covered Structures
C10.5 Wind-On-Ice-Covered Structures
C10.6 Partial Loading
C10.6 Partial Loading
References
References <\/td>\n<\/tr>\n
387<\/td>\nCB Serviceability Considerations
CB Serviceability Considerations <\/td>\n<\/tr>\n
391<\/td>\nIndex
Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 7 Minimum Design Loads for Buildings and Other Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2002<\/td>\n398<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":25857,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-25856","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","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\/25856","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\/25857"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=25856"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=25856"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=25856"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}