{"id":380694,"date":"2024-10-20T03:08:00","date_gmt":"2024-10-20T03:08:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-1051b-2016\/"},"modified":"2024-10-26T05:40:24","modified_gmt":"2024-10-26T05:40:24","slug":"fema-p-1051b-2016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-1051b-2016\/","title":{"rendered":"FEMA P 1051B 2016"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | Chart 1.1 Overall Summary of Flow <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Chart 1.2 Scope of Coverage <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Chart 1.3 Application to Existing Structures <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Chart 1.4 Seismic Hazard Requirements and Seismic Design Category <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Chart 1.5. Seismic Design Category A <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Chart 1.6 Structural Design <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Chart 1.7 Redundancy Factor <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Chart 1.8 Simplified Design Procedure <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Chart 1.9 Equivalent Lateral Force (ELF) Analysis <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Chart 1.10 Soil-Structure Interaction (SSI) <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Chart 1.11 Modal Response Spectrum Analysis <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Chart 1.12 Linear Response History Analysis <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Chart 1.13 Nonlinear Response History Analysis <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Chart 1.14 Seismically Isolated Structures <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Chart 1.15 Structures with Damping Systems <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Chart 1.16 Deformation Requirements <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Chart 1.17 Design and Detailing Requirements <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Chart 1.18 Steel Structures <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Chart 1.19 Concrete Structures <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Chart 1.20 Composite Steel and Concrete Structures <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Chart 1.21 Masonry Structures <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Chart 1.22 Wood Structures <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Chart 1.23 Non-building Structures <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Chart 1.24 Foundations <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Chart 1.25 Liquifiable Soils <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Chart 1.26 Nonstructural Components <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Chart 1.27 SDC B (NEHRP Provisions Only) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" P-1051B NEHRP Recommended Seismic Provisions: Design Examples Flow Charts<\/b><\/p>\n |