{"id":166925,"date":"2024-10-19T10:08:28","date_gmt":"2024-10-19T10:08:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-1050-2-2015\/"},"modified":"2024-10-25T02:27:09","modified_gmt":"2024-10-25T02:27:09","slug":"fema-p-1050-2-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-1050-2-2015\/","title":{"rendered":"FEMA P 1050 2 2015"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nP-1050-2: NEHRP Recommended Seismic Provisions for New Buildings and Other Structures: Volume 2: Part 3 Resource Papers <\/td>\n<\/tr>\n
3<\/td>\nTitle Page <\/td>\n<\/tr>\n
4<\/td>\nDisclaimer <\/td>\n<\/tr>\n
5<\/td>\nTable of Contents <\/td>\n<\/tr>\n
9<\/td>\nIntroduction <\/td>\n<\/tr>\n
11<\/td>\nRESOURCE PAPER 1 New Performance Basis for the Provisions
RP1-1 Abstract
RP1-2 History of Performance-Based Design <\/td>\n<\/tr>\n
17<\/td>\nRP1-3 Future Performance-Based Provisions <\/td>\n<\/tr>\n
24<\/td>\nRP1-4 References <\/td>\n<\/tr>\n
25<\/td>\nRESOURCE PAPER 2 Diaphragm Design Force Level
RP2-1 Diaphragm Design Force Level
RP2-1.1 Add the following to the end of the Added Section 12.11.5 DIAPHRAGM DESIGN FORCE REDUCTION FACTOR
RP2-1.2 Add the following references to Section 23.1 of Chapter 23 Seismic Design Reference Documents <\/td>\n<\/tr>\n
26<\/td>\nRP2-1.3 Add a new Section C12.11.5 to the end of C12.11 Structural Walls and their Anchorage <\/td>\n<\/tr>\n
27<\/td>\nRP2-1.4 Add the following references to Chapter C12 references: <\/td>\n<\/tr>\n
29<\/td>\nRESOURCE PAPER 3 Diaphragm Design: Current Practice, Past Performance and Future Improvements
RP3-1 Chapter 1 Introduction <\/td>\n<\/tr>\n
30<\/td>\nRP3-2 Chapter 2 Global and ASCE 7 Related Topics
RP3-2.1 Applicability of ASCE 7 Provisions <\/td>\n<\/tr>\n
31<\/td>\nRP3-2.2 Design Force Level <\/td>\n<\/tr>\n
32<\/td>\nRP3-2.2.1 Precast Diaphragm Design Options
RP3-2.3 Rigid versus Flexible Diaphragm Modeling Assumptions <\/td>\n<\/tr>\n
33<\/td>\nRP3-2.3.1 Rigid versus Flexible Precast Concrete Diaphragms <\/td>\n<\/tr>\n
34<\/td>\nRP3-2.3.2 Rigid versus Flexible Wood-Frame Diaphragms <\/td>\n<\/tr>\n
36<\/td>\nRP3-2.4 Diaphragm Stiffness and Modeling Guidance
RP3-2.4.1 Cast-in-place Concrete Diaphragm Stiffness and Modeling Guidance
RP3-2.4.2 Precast Concrete Diaphragm Stiffness and Modeling Guidance
RP3-2.4.3 Wood-Frame Diaphragm Stiffness and Modeling Guidance <\/td>\n<\/tr>\n
38<\/td>\nRP3-2.5 Diaphragm Deflection
RP3-2.6 Ramps and Stairs
RP3-2.6.1 Ramps <\/td>\n<\/tr>\n
39<\/td>\nRP3-2.6.1.1 Discontinuity
RP3-2.6.1.2 Connections between Levels <\/td>\n<\/tr>\n
40<\/td>\nRP3-2.6.1.3 Interface with Vertical Elements
RP3-2.6.2 Stair and Elevator Core
RP3-2.6.3 Analysis and Design <\/td>\n<\/tr>\n
41<\/td>\nRP3-3 Chapter 3 – Cast-In-Place Concrete Diaphragms
RP3-3.1 Building Types and Systems <\/td>\n<\/tr>\n
44<\/td>\nRP3-3.2 Diaphragm Forces and Intended Behavior <\/td>\n<\/tr>\n
45<\/td>\nRP3-3.3 Analysis and Design
RP3-3.3.1 Methods of Analysis <\/td>\n<\/tr>\n
46<\/td>\nRP3-3.3.2 Material Standard
RP3-3.3.3 Diaphragm Shear <\/td>\n<\/tr>\n
47<\/td>\nRP3-3.3.4 Diaphragm Flexure <\/td>\n<\/tr>\n
48<\/td>\nRP3-3.3.5 Collectors <\/td>\n<\/tr>\n
49<\/td>\nRP3-3.3.6 Connections to the Vertical Members of the Seismic Force-Resisting System
RP3-3.3.7 Detailing and Dimensional Requirements <\/td>\n<\/tr>\n
50<\/td>\nRP3-3.3.8 Special Considerations <\/td>\n<\/tr>\n
51<\/td>\nRP3-4 Chapter 4 – Precast Concrete Diaphragms, Topped and Untopped
RP3-4.1 Common Building Types
RP3-4.1.1 Parking Garages <\/td>\n<\/tr>\n
52<\/td>\nRP3-4.1.2 Industrial\/Food Processing Facilities
RP3-4.1.3 Data Centers
RP3-4.1.4 Warehouses
RP3-4.1.5 Residential \u2013 Multi-Family Buildings (with loadbearing walls)
RP3-4.1.6 Office Buildings <\/td>\n<\/tr>\n
53<\/td>\nRP3-4.2 System Descriptions <\/td>\n<\/tr>\n
54<\/td>\nRP3-4.3 Diaphragm Design Forces and Current Recommended Practice <\/td>\n<\/tr>\n
55<\/td>\nRP3-4.3.1 Analysis by Beam Analogy <\/td>\n<\/tr>\n
56<\/td>\nRP3-4.3.2 Defining Rigid or Flexible Diaphragms by Analysis of the Characteristics <\/td>\n<\/tr>\n
57<\/td>\nRP3-4.3.3 Rigid-flexible Considerations for Statically Indeterminate Configurations <\/td>\n<\/tr>\n
60<\/td>\nRP3-4.3.4 Flexible Diaphragms in Common Precast Concrete Parking Structure Configurations
RP3-4.3.5 Strut and Tie Modeling <\/td>\n<\/tr>\n
61<\/td>\nRP3-4.3.6 Finite Element Analysis <\/td>\n<\/tr>\n
62<\/td>\nRP3-4.3.7 Precast Concrete Diaphragm Construction Details <\/td>\n<\/tr>\n
67<\/td>\nRP3-4.3.8 Past Performance <\/td>\n<\/tr>\n
69<\/td>\nRP3-4.3.9 Diaphragm Seismic Design Methodology (DSDM) <\/td>\n<\/tr>\n
71<\/td>\nRP3-4.4 Seismic Design Procedure for Precast Concrete Diaphragms <\/td>\n<\/tr>\n
76<\/td>\nRP3-4.5 Comparison of the DSDM Design methodology with the Restrepo-Rodriquez Equations <\/td>\n<\/tr>\n
79<\/td>\nRP3-4.6 Modifications to ASCE 7-10 for Precast Concrete Diaphragms
RP3-4.7 Conclusions <\/td>\n<\/tr>\n
80<\/td>\nRP3-5 Chapter 5 – Steel Deck Diaphragms, Topped Composite, Topped Non-Composite and Untopped
RP3-5.1 Current Practice
RP3-5.1.1 Common Building Types
RP3-5.1.2 System Description
RP3-5.1.2.1 Steel Deck <\/td>\n<\/tr>\n
81<\/td>\nRP3-5.1.2.2 Steel Deck Diaphragm Supports
RP3-5.1.2.3 Connections <\/td>\n<\/tr>\n
82<\/td>\nRP3-5.1.3 Analysis
RP3-5.1.4 Determination of Steel Deck Diaphragm Design Capacities
RP3-5.1.4.1 SDI Diaphragm Design Manual, 3rd Edition (SDI-DDM03, SDI, 2004) <\/td>\n<\/tr>\n
83<\/td>\nRP3-5.1.4.2 Tri-Services Method
RP3-5.1.4.3 1992 Edition – TM 5-809-10 Seismic Design for Buildings Method <\/td>\n<\/tr>\n
85<\/td>\nRP3-5.1.4.4 Evaluation Reports <\/td>\n<\/tr>\n
86<\/td>\nRP3-5.1.4.5 IAPMO-ES Evaluation Reports <\/td>\n<\/tr>\n
87<\/td>\nRP3-5.1.4.6 Full Scale Testing
RP3-5.1.4.7 AISI S310-13 \u201cNorth American Standard for the Design of Profiled Steel Diaphragm Panels\u201d
RP3-5.1.5 Factors of Safety for Steel Deck Diaphragms
RP3-5.1.5.1 SDI Diaphragm Design Manual, 3rd Edition (SDI, 2004) <\/td>\n<\/tr>\n
89<\/td>\nRP3-5.1.5.2 TM 5-809 Method \u2013 \u201cTri-Services Method\u201d NAVFAC, 1992
RP3-5.1.5.3 AISI S310-13
RP3-5.2 Past Performance
RP3-5.3 Areas of Potential Improvement <\/td>\n<\/tr>\n
90<\/td>\nRP3-5.3.1 Standards
RP3-5.3.2 Research
RP3-5.3.2.1 Implementation of Past Research Findings <\/td>\n<\/tr>\n
91<\/td>\nRP3-5.3.2.2 Future Research
RP3-6 Chapter 6 – Wood-Frame Diaphragms
RP3-6.1 Current Practice
RP3-6.1.1 Common Building Types <\/td>\n<\/tr>\n
94<\/td>\nRP3-6.1.2 System Description <\/td>\n<\/tr>\n
98<\/td>\nRP3-6.1.3 Design Standards and Capacities <\/td>\n<\/tr>\n
99<\/td>\nRP3-6.1.4 Analysis <\/td>\n<\/tr>\n
101<\/td>\nRP3-6.1.5 Intended mechanism, ductility and overstrength <\/td>\n<\/tr>\n
102<\/td>\nRP3-6.1.6 Deflections
RP3-6.1.7 Configuration Limits <\/td>\n<\/tr>\n
103<\/td>\nRP3-6.1.8 Alternate Diaphragm Fastening, Sheathing and Framing
RP3-6.1.9 Construction Issues
RP3-6.1.10 Design Resources <\/td>\n<\/tr>\n
104<\/td>\nRP3-6.2 Past Performance
RP3-6.2.1 Observed Earthquake Performance <\/td>\n<\/tr>\n
105<\/td>\nRP3-6.2.2 Observed Testing Performance
RP3-6.3 Areas of Potential Evaluation\/ Improvements
RP3-6.3.1 Future Directions <\/td>\n<\/tr>\n
106<\/td>\nRP3-6.3.2 Sub Diaphragm Clarification <\/td>\n<\/tr>\n
107<\/td>\nRP3-6.3.3 Chord Design for Multi-Span
RP3-6.3.4 Design for Openings
RP3-7 Chapter 7 – Concluding Remarks
RP3-Acknowledgments <\/td>\n<\/tr>\n
108<\/td>\nRP3-References <\/td>\n<\/tr>\n
111<\/td>\nRP3-Appendix A <\/td>\n<\/tr>\n
115<\/td>\nRESOURCE PAPER 4 Updated Maximum-Response Scale Factors
RP4-1 Updated Maximum-Response Scale Factors <\/td>\n<\/tr>\n
117<\/td>\nRP4-2 Proposed Changes:
RP4-2.1 Replace ASCE\/SEI 7-10 Section 21.2 with the following:
RP4-2.2 Replace ASCE\/SEI 7-10 Section C21.2 with the following: <\/td>\n<\/tr>\n
118<\/td>\nRP4-2.3 Replace ASCE\/SEI 7-10 References of Chapter 21 with the following: <\/td>\n<\/tr>\n
121<\/td>\nRESOURCE PAPER 5 One-Story, Flexible Diaphragm Buildings with Stiff Vertical Elements
RP5-1 Introduction <\/td>\n<\/tr>\n
122<\/td>\nRP5-2 Behavior of flexible diaphragm buildings subjected to Earthquake Ground shaking <\/td>\n<\/tr>\n
124<\/td>\nRP5-3 Current Seismic Design Approach
RP5-3.1 Seismic Systems and Response Modification Factors <\/td>\n<\/tr>\n
125<\/td>\nRP5-3.2 Seismic Design Forces for the Diaphragm and Diaphragm Strength <\/td>\n<\/tr>\n
126<\/td>\nRP5-3.3 Out-of-Plane Wall and Wall Anchorage Forces <\/td>\n<\/tr>\n
127<\/td>\nRP5-3.4 Stiffness of Wall Anchorage Connections
RP5-3.5 Transfer of Wall Anchorage Forces to Continuous Diaphragm Ties <\/td>\n<\/tr>\n
128<\/td>\nRP5-3.6 Deformation Compatibility
RP5-3.7 Diaphragm Design for Strength
RP5-3.7.1 Wood Diaphragms <\/td>\n<\/tr>\n
129<\/td>\nRP5-3.7.2 Steel Deck Diaphragms <\/td>\n<\/tr>\n
130<\/td>\nRP5-4 Evaluation of Current Design Approach <\/td>\n<\/tr>\n
131<\/td>\nRP5-4.1 Description of Archetypes <\/td>\n<\/tr>\n
133<\/td>\nRP5-4.2 Modeling Framework <\/td>\n<\/tr>\n
136<\/td>\nRP5-4.3 Modeling Framework Validation <\/td>\n<\/tr>\n
138<\/td>\nRP5-4.4 FEMA P695 Analysis Results for Current Design <\/td>\n<\/tr>\n
140<\/td>\nRP5-4.5 Fundamental Period of the Archetypes <\/td>\n<\/tr>\n
141<\/td>\nRP5-4.6 Out-of-plane Wall Anchorage Forces <\/td>\n<\/tr>\n
143<\/td>\nRP5-5 Proposed Design Approach <\/td>\n<\/tr>\n
144<\/td>\nRP5-5.1 Description of Proposed Design Approach
RP5-5.1.1 Vertical Element Yielding Design Path
RP5-5.1.2 Diaphragm Yielding Design Path <\/td>\n<\/tr>\n
145<\/td>\nRP5-5.1.3 Design Requirements Applicable to All RWFD Buildings <\/td>\n<\/tr>\n
146<\/td>\nRP5-5.2 Limitations of the Proposed Design Path for Diaphragm Yielding <\/td>\n<\/tr>\n
147<\/td>\nRP5-5.3 Applicability of Proposed Design Approach to RWFD Buildings with Steel Deck Diaphragms <\/td>\n<\/tr>\n
148<\/td>\nRP5-5.4 Discussion of Diaphragm Yielding <\/td>\n<\/tr>\n
149<\/td>\nRP5-5.5 Quality of Design, Construction and Inspection
RP5-5.6 Diaphragm Modifications and Deterioration
RP5-6 Evaluation of Proposed Design Approach
RP5-6.1 Description of Archetypes <\/td>\n<\/tr>\n
150<\/td>\nRP5-6.2 P695 Analysis Results for Proposed Design Approach <\/td>\n<\/tr>\n
151<\/td>\nRP5-7 Summary
RP5-8 References <\/td>\n<\/tr>\n
155<\/td>\nRP5-Appendix A <\/td>\n<\/tr>\n
160<\/td>\nRP5-Appendix B <\/td>\n<\/tr>\n
161<\/td>\nRP5-Appendix C <\/td>\n<\/tr>\n
168<\/td>\nRP5-Appendix D <\/td>\n<\/tr>\n
170<\/td>\nRP5-Appendix E <\/td>\n<\/tr>\n
172<\/td>\nBlank Page <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-1050-2, NEHRP Provisions Volume II: Part 3 Resource Papers<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2015<\/td>\n174<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":166926,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-166925","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","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\/166925","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\/166926"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=166925"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=166925"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=166925"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}