{"id":463898,"date":"2024-10-20T10:31:23","date_gmt":"2024-10-20T10:31:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d838-2023\/"},"modified":"2024-10-26T19:24:01","modified_gmt":"2024-10-26T19:24:01","slug":"aisc-d838-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d838-2023\/","title":{"rendered":"AISC D838 2023"},"content":{"rendered":"

There<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSpeedCore Systems for Steel Structures <\/td>\n<\/tr>\n
4<\/td>\nCopyright <\/td>\n<\/tr>\n
5<\/td>\nAuthors\/Acknowledgments <\/td>\n<\/tr>\n
6<\/td>\nPreface <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents <\/td>\n<\/tr>\n
11<\/td>\nChapter 1 Composite Plate Shear Walls\u2014Concrete Filled (SpeedCore Systems)
1.1 Introduction <\/td>\n<\/tr>\n
12<\/td>\n1.2 Practical Applications <\/td>\n<\/tr>\n
15<\/td>\n1.3 Safety-Related Nuclear Structures <\/td>\n<\/tr>\n
16<\/td>\n1.4 Background and Research <\/td>\n<\/tr>\n
17<\/td>\n1.5 Specifications and Provisions <\/td>\n<\/tr>\n
18<\/td>\n1.6 Design Guide Outlline <\/td>\n<\/tr>\n
19<\/td>\nChapter 2 Wind Design of SpeedCore Coupled and Uncoupled Systems
2.1 Design for Nonseismic Loading Combinations <\/td>\n<\/tr>\n
21<\/td>\n2.2 Nonseismic Design Requirements for SpeedCore Systems <\/td>\n<\/tr>\n
25<\/td>\n2.3 Coupling Beam Design Requirements <\/td>\n<\/tr>\n
27<\/td>\n2.4 Connection Requirements
2.5 Diaphragms, Collectors, and Chords <\/td>\n<\/tr>\n
30<\/td>\n2.6 Wind Design Procedure for SpeedCore Systems <\/td>\n<\/tr>\n
33<\/td>\n2.7 Design Examples
EXAMPLE 2.1\u2014Wind Design of 15-Story Structure Using Uncoupled SpeedCore Systems <\/td>\n<\/tr>\n
43<\/td>\nEXAMPLE
\n 2.2\u2014Wind Design of 15-Story Structure Using Coupled SpeedCore Walls <\/td>\n<\/tr>\n
60<\/td>\nEXAMPLE
\n 2.3\u2014Wind Design of 22-Story Structure Using Coupled C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n
81<\/td>\nChapter 3 Seismic Design of Uncoupled SpeedCore Walls
3.1 Overview
3.2 Design Requirements Based on 2022 AISC Seismic Provisions <\/td>\n<\/tr>\n
85<\/td>\n3.3 General Design Procedure for Uncoupled Walls <\/td>\n<\/tr>\n
90<\/td>\n3.4 Design Examples
EXAMPLE 3.1\u2014 Seismic Design of 6-Story Structure Using Uncoupled SpeedCore Walls <\/td>\n<\/tr>\n
103<\/td>\nEXAMPLE 3.2\u2014 Seismic Design of 18-Story Structure Using Uncoupled C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n
123<\/td>\nChapter 4 Seismic Design of Coupled SpeedCore Walls
4.1 Overview <\/td>\n<\/tr>\n
124<\/td>\n4.2 Design Requirements <\/td>\n<\/tr>\n
134<\/td>\n4.3 General Design Procedure for Coupled Walls <\/td>\n<\/tr>\n
143<\/td>\n4.4 Design Examples
EXAMPLE 4.1\u2014 Seismic Design of Eight-Story Structure Using Coupled, Planar SpeedCore System <\/td>\n<\/tr>\n
166<\/td>\nEXAMPLE 4.2\u2014 Seismic Design of 22-Story Structure Using Coupled, C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n
194<\/td>\nEXAMPLE 4.3\u2014 Continuous Web Plate Connection\u2014Seismic Design of Coupling Beam-to-SpeedCore Wall Connection <\/td>\n<\/tr>\n
200<\/td>\nEXAMPLE 4.4\u2014 Lapped Web Plate Connection\u2014Seismic Design of Coupling Beam-to-Wall Connection <\/td>\n<\/tr>\n
211<\/td>\nChapter 5 Seismic Performance Evaluation
5.1 Modeling Approach <\/td>\n<\/tr>\n
215<\/td>\n5.2 Seismic Performance of Coupled SpeedCore Systems <\/td>\n<\/tr>\n
220<\/td>\n5.3 Seismic Performance Evaluation-FEMA P-695 Analysis <\/td>\n<\/tr>\n
223<\/td>\nChapter 6 Fire Design of SpeedCore Systems
6.1 Performance of SpeedCore Systems Under Fire Loading <\/td>\n<\/tr>\n
226<\/td>\n6.2 Design Requirements for SpeedCore Walls Under Fire Loading <\/td>\n<\/tr>\n
228<\/td>\n6.3 General Design Procedure for SpeedCore Walls Under Fire Loading <\/td>\n<\/tr>\n
231<\/td>\n6.4 Design Example
EXAMPLE 6.1\u2014 Fire Design of SpeedCore Walls <\/td>\n<\/tr>\n
239<\/td>\nAppendix A Nominal Flexural Strength of SpeedCore Walls and Composite Coupling Beams (Plastic Stress Distribution Method)
A.1 Planar SpeedCore Walls <\/td>\n<\/tr>\n
241<\/td>\nA.2 C-Shaped SpeedCore Walls <\/td>\n<\/tr>\n
247<\/td>\nA.3 Composite Coupling Beams <\/td>\n<\/tr>\n
249<\/td>\nSymbols <\/td>\n<\/tr>\n
255<\/td>\nReferences <\/td>\n<\/tr>\n
258<\/td>\nBack Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Design Guide 38: SpeedCore Systems for Steel Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":463902,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-463898","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisc","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\/463898","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\/463902"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=463898"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=463898"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=463898"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}