{"id":88587,"date":"2024-10-18T06:56:36","date_gmt":"2024-10-18T06:56:36","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784473542-2010\/"},"modified":"2024-10-24T20:20:07","modified_gmt":"2024-10-24T20:20:07","slug":"asce-9780784473542-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784473542-2010\/","title":{"rendered":"ASCE 9780784473542 2010"},"content":{"rendered":"

Significant Changes to the Seismic Load Provisions of ASCE 7-10: An Illustrated Guide focuses on the changes to the seismic load requirements of the newest edition of Minimum Design Loads for Buildings and Other Structures, Standard ASCE\/SEI 7-10. The seismic load provisions have undergone many significant changes since the 2005 edition of ASCE 7. Generally following the organization of the seismic chapters in ASCE 7-10, this handy reference briefly summarizes each change to the seismic provisions that might affect actual practice and\/or enforcement and then presents the precise wording of the change. The impact of a change is explained in clear, straightforward language accompanied by diagrams, examples, and color photographs or illustrations to enrich the reader<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
6<\/td>\nTable of Contents <\/td>\n<\/tr>\n
10<\/td>\nPreface <\/td>\n<\/tr>\n
12<\/td>\nPart I – Terminology Changes Affecting Multiple Sections & Chapters <\/td>\n<\/tr>\n
13<\/td>\nDetermination of Number of Stories: 11.1.2, 11.2, 11.3, 12.2.3.3, Table 12.6-1, 12.8.1.3, 12.8.2.1, Table 12.12-1, 12.13.6, 12.14.1.1, 12.14.8.1, 12.14.4.2.1 <\/td>\n<\/tr>\n
20<\/td>\nNonstructural Components, Structural Members, and Elements: 1.4, 11.2, 11.7.1, 12.1.1, 12.2.4, 12.4.4, 12.5.3, 12.13.16, 12.14.4.2.3, 12.14.7, 14.1.1, 14.2.1, 14.3.1, 14.4.1, 15.7.3, 15.7.6.1, 15.7.6.1.4, 15.7.10.5, 15.7.11.6, 16.2.1, 16.2.4.2 <\/td>\n<\/tr>\n
22<\/td>\nStructural Height, h[sub(n)]: 11.2, 11.3, Table 12.2-1, 12.2.5.4, 12.2.5.6.1, 12.2.5.6.2, 12.2.5.7.1, 12.2.5.7.2, 12.2.5.7.3, 12.3.3.2, 12.8.2.1, Table 12.14-1, 12.14.8.5, 15.4.1, Table 15.4-1, Table 15.4-2, 15.5.3.8, 15.7.10.6, 17.4.1, 18.1.3, 18.5.2.3, 19.2.1.1 <\/td>\n<\/tr>\n
30<\/td>\nOverstrength Factor: 12.2.1, Table 12.2-1, 12.4.1, 12.4.3, 12.4.3.2, 12.14.3, 12.14.3.2, 12.14.3.2.2, 18.6.3, 18.7.1.3, 18.7.2.3 <\/td>\n<\/tr>\n
34<\/td>\nSeismic Load Effects Including Overstrength Factor: 12.2.5.2, 12.3.3.3, 12.3.3.4, 12.3.4.1, 12.10.2.1, 12.13.6.5, 12.13.6.6, 14.1.7, 14.2.3.2.2, 16.1.4, 16.2.4.1 <\/td>\n<\/tr>\n
39<\/td>\nPart II – Chapter 11 Seismic Design Criteria <\/td>\n<\/tr>\n
40<\/td>\nMCE[sub(G)] Peak Ground Acceleration, Liquefaction Potential Evaluation: 11.2, 11.8.2, 11.8.3, 21.5.1, 21.5.2, 21.5.3, Chapter 22 <\/td>\n<\/tr>\n
45<\/td>\nDesign Requirements for Seismic Design Category A: 1.4.2, 1.4.3, 1.4.4, 1.4.5, 11.7.1, 11.7.2, 11.7.3, 11.7.4, 11.7.5 <\/td>\n<\/tr>\n
47<\/td>\nWhat Qualifies as a Nonbuilding Structure?: 11.1.3 <\/td>\n<\/tr>\n
49<\/td>\nNew Seismic Ground Motion Maps and Related Technical Changes: 11.2, 11.3, 11.4.1, 11.4.3, 11.4.5, 11.4.6, 21.2.1, 21.2.1.1, 21.2.1.2, 21.2.2, 21.2.3, Chapter 22, Figures 22-1 through 22-6 <\/td>\n<\/tr>\n
55<\/td>\nPart III – Chapter 12 Seismic Design Requirements for Building Structures <\/td>\n<\/tr>\n
58<\/td>\nDesign Coefficients and Factors for Seismic Force-Resisting Systems of Steel and Wood: Table 12.2-1 <\/td>\n<\/tr>\n
63<\/td>\nDesign Coefficients and Factors for Autoclaved Aerated Concrete (AAC) Masonry Seismic Force- Resisting Systems: Table 12.2-1 <\/td>\n<\/tr>\n
65<\/td>\nSeismic Design of Cold-Formed Steel \u2013 Special Bolted Moment Frames: Table 12.2-1 <\/td>\n<\/tr>\n
69<\/td>\nR, C[sub(d)], and \u00ce\u00a9[sub(0)] Values for Vertical Combinations: 12.2.3.1 <\/td>\n<\/tr>\n
71<\/td>\nTwo-Stage Analysis Procedure: 12.2.3.2 <\/td>\n<\/tr>\n
73<\/td>\nSteel Cantilever Column Systems: 12.2.5.2, Table 12.2-1 <\/td>\n<\/tr>\n
76<\/td>\nHeight Limit for Special Steel Plate Shear Walls: 12.2.5.4 <\/td>\n<\/tr>\n
77<\/td>\nSteel Ordinary Moment Frames and Steel Intermediate Moment Frames: 12.2.5.6, 12.2.5.6.1, 12.2.5.6.2, 12.2.5.7, 12.2.5.7.1, 12.2.5.7.2, 12.2.5.7.3, 12.2.5.8 <\/td>\n<\/tr>\n
82<\/td>\nFlexible Diaphragm Condition: 12.3.1.1 <\/td>\n<\/tr>\n
84<\/td>\nHorizontal Structural Irregularities: Table 12.3-1 <\/td>\n<\/tr>\n
86<\/td>\nVertical Structural Irregularities Table 12.3-2 <\/td>\n<\/tr>\n
88<\/td>\nRedundancy Provisions: Table 12.3-3 <\/td>\n<\/tr>\n
90<\/td>\nIncrease in Forces Due to Irregularities for Seismic Design Categories D through F: 12.3.3.4 <\/td>\n<\/tr>\n
92<\/td>\nConditions where \u00cf\u0081 is 1.0: 1 2.3.4.1 <\/td>\n<\/tr>\n
94<\/td>\nAllowable Stress Increase for Load Combinations with Overstrength: 12.4.3.3 <\/td>\n<\/tr>\n
96<\/td>\nPermitted Analytical Procedures: 12.6.1 <\/td>\n<\/tr>\n
99<\/td>\nEffective Seismic Weight: 12.7.2, 12.14.8.1, 15.3.1, 15.3.2, 15.4.3 <\/td>\n<\/tr>\n
102<\/td>\nStructural Modeling: 12.7.3 <\/td>\n<\/tr>\n
104<\/td>\nMinimum Design Base Shear: 12.8.1.1 <\/td>\n<\/tr>\n
107<\/td>\nS[sub(DS)], S[sub(D1)] in Seismic Response Coefficient Computation: 12.8.1.1 <\/td>\n<\/tr>\n
109<\/td>\nApproximate Fundamental Period: 12.8.2.1, Table 12.8-2 <\/td>\n<\/tr>\n
111<\/td>\nApproximate Period Equation Based on Number of Stories: 12.8.2.1 <\/td>\n<\/tr>\n
112<\/td>\nAmplification of Accidental Torsion: 12.8.4.3 <\/td>\n<\/tr>\n
113<\/td>\nStory Drift Determination: 12.8.6, 12.12.1 <\/td>\n<\/tr>\n
115<\/td>\nMinimum Base Shear for Computing Drift: 12.8.6.1 <\/td>\n<\/tr>\n
116<\/td>\nP-Delta Effects: 12.8.7 <\/td>\n<\/tr>\n
118<\/td>\nCombined Response Parameters: 12.9.3 <\/td>\n<\/tr>\n
120<\/td>\nScaling of Drifts: 12.9.4, 12.9.4.1, 12.9.4.2 <\/td>\n<\/tr>\n
121<\/td>\nDiaphragm and Collector Design Forces: 12.4.3.1, 12.10.1.1, 12.10.2.1 <\/td>\n<\/tr>\n
124<\/td>\nDesign for Out-of-Plane Forces: 12.11.1 <\/td>\n<\/tr>\n
125<\/td>\nStructural Separation and Property Line Setback: 11.3, 12.12.3, 12.14.8.5 <\/td>\n<\/tr>\n
128<\/td>\nAnchorage of Structural Walls and Transfer into Diaphragms: 1.4.5, 11.3, 12.11.2, 12.11.2.1, 12.14.7.5 <\/td>\n<\/tr>\n
133<\/td>\nMembers Spanning between Structures: 12.12.4 <\/td>\n<\/tr>\n
135<\/td>\nOpenings or Reentrant Building Corners: 12.14.7.2, Chapter 23 <\/td>\n<\/tr>\n
136<\/td>\nPart IV – Chapter 13 Seismic Design Requirements for Nonstructural Components <\/td>\n<\/tr>\n
138<\/td>\nComponent Importance Factor: 13.1.3 <\/td>\n<\/tr>\n
140<\/td>\nExemptions for Nonstructural Components and Coefficients for Architectural Components: 13.1.4, Table 13.5-1 <\/td>\n<\/tr>\n
143<\/td>\nDefinitions and Usage of Terms Related to Chapter 13, Including Friction Clip: 11.2, 13.1.6, 13.1.7, 13.4, Table 13.5-1, 13.6.1, 13.6.2 <\/td>\n<\/tr>\n
148<\/td>\nReference Documents: 13.1.6 <\/td>\n<\/tr>\n
149<\/td>\nApplicable Requirements for Architectural, Mechanical, and Electrical Components, Supports, and Attachments; Special Certification Requirements for Designated Seismic Systems: 13.2.1, 13.2.2 <\/td>\n<\/tr>\n
151<\/td>\nSeismic Relative Displacement: 11.3, 13.3.2, 13.3.2.2 <\/td>\n<\/tr>\n
153<\/td>\nDesign Force in Attachment and Anchors in Concrete or Masonry: 13.4.1, 13.4.2, 13.4.2.1, 13.4.2.2, 13.4.2.3 <\/td>\n<\/tr>\n
155<\/td>\nPower Actuated Fasteners: 13.4.5 <\/td>\n<\/tr>\n
156<\/td>\nSigns and Billboards: Table 13.5-1, Table 15.4-2 <\/td>\n<\/tr>\n
157<\/td>\nSuspended Ceilings: 13.5.6, 13.5.6.1, 13.5.6.2, 13.5.6.3, 13.5.8 <\/td>\n<\/tr>\n
161<\/td>\nSeismic Coefficients for Electrical Conduit, Bus Ducts, Cable Trays and Plumbing: Table 13.6-1 <\/td>\n<\/tr>\n
163<\/td>\nChimneys and Stacks: Table 13.5-1, Table 13.6-1 <\/td>\n<\/tr>\n
165<\/td>\nAdditional Requirements for Mechanical and Electrical Components: 13.6.5.5, 13.6.5.6 <\/td>\n<\/tr>\n
168<\/td>\nDuctwork: 13.6.7 <\/td>\n<\/tr>\n
170<\/td>\nPiping Systems: 13.6.8, 13.6.8.1, 13.6.8.2, 13.6.8.3, 13.6.9, 13.6.10, 13.6.11 <\/td>\n<\/tr>\n
174<\/td>\nSeismic Controls for Elevators: 13.6.10.3 <\/td>\n<\/tr>\n
176<\/td>\nPart V – Chapter 15 Seismic Design Requirements for Nonbuilding Structures <\/td>\n<\/tr>\n
177<\/td>\nStacks and Chimneys: 15.4.1, Table 15.4-2, 15.6.2 <\/td>\n<\/tr>\n
181<\/td>\nSteel Storage Racks: 15.5.3, 23.1 <\/td>\n<\/tr>\n
185<\/td>\nAnchors in Concrete or Masonry: 15.4.9, 15.7.3, 15.7.5, 15.7.11.7 <\/td>\n<\/tr>\n
188<\/td>\nEarth-Retaining Structures: 15.6.1 <\/td>\n<\/tr>\n
189<\/td>\nFreeboard, Height of Sloshing Wave: 15.6.5.1, 15.7.6.1.2 <\/td>\n<\/tr>\n
191<\/td>\nValue of T[sub(L)] in Design of Ground-Supported Tanks: 15.7.6.1 <\/td>\n<\/tr>\n
192<\/td>\nWater Storage and Water Treatment Tanks and Vessels of Reinforced and Prestressed Concrete: 15.7.7.3, 23.1 <\/td>\n<\/tr>\n
194<\/td>\nWelded Steel Petrochemical and Industrial Tanks and Vessels Storing Liquids, Refrigerated Gas Liquid Storage Tanks and Vessels: 15.7.8.1, 15.7.13.1, 23.1 <\/td>\n<\/tr>\n
196<\/td>\nPart VI – Chapter 16 Seismic Response History Procedures <\/td>\n<\/tr>\n
197<\/td>\nThree-Dimensional Seismic Response History Analysis: 16.1.3.2 <\/td>\n<\/tr>\n
199<\/td>\nResponse Parameters in Linear Response History Analysis: 16.1.4 <\/td>\n<\/tr>\n
200<\/td>\nHorizontal Shear Distribution in Linear Response History Analysis: 16.1.5 <\/td>\n<\/tr>\n
201<\/td>\nPart VII – Chapter 19 Soil-Structure Interaction for Seismic Design <\/td>\n<\/tr>\n
202<\/td>\nValues of Shear Wave Velocity and Shear Modulus for Soil-Structure Interaction Analysis: Table 19.2-1 <\/td>\n<\/tr>\n
203<\/td>\nFoundation Damping Factor in Soil-Structure Interaction Analysis: Figure 19.2-1 <\/td>\n<\/tr>\n
204<\/td>\nPart VIII – Chapter 21 Site-Specific Ground Motion Procedures for Seismic Design <\/td>\n<\/tr>\n
205<\/td>\nDeterministic Lower Limit on MCER Response Spectrum from Site Response Analysis: Figure 21.2-1 <\/td>\n<\/tr>\n
206<\/td>\nDesign Acceleration Parameters from Site-Specific Ground Motion Procedures: 21.4 <\/td>\n<\/tr>\n
208<\/td>\nAbout the Authors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Significant Changes to the Seismic Load Provisions of ASCE 7-10<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2010<\/td>\n209<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":88588,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-88587","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\/88587","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\/88588"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=88587"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=88587"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=88587"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}