{"id":384537,"date":"2024-10-20T03:26:39","date_gmt":"2024-10-20T03:26:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-d825-21w-2021\/"},"modified":"2024-10-26T06:16:12","modified_gmt":"2024-10-26T06:16:12","slug":"aisc-d825-21w-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-d825-21w-2021\/","title":{"rendered":"AISC D825 21W 2021"},"content":{"rendered":"

The newly updated AISC Design Guide 25: Frame Design Using Nonprismatic Members, developed in conjunction with the Metal Building Manufacturers Association (MBMA), presents a comprehensive approach to the design of frames using nonprismatic members within the context of the 2016 AISC Specification for Structural Steel Buildings. Extensive design examples are included in this 400+ page volume.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFrame Design Using Nonprismatic Members
\n <\/td>\n<\/tr>\n
4<\/td>\nCopyright
\n <\/td>\n<\/tr>\n
5<\/td>\nAuthors\/Acknowledgments\/Dedication
\n <\/td>\n<\/tr>\n
6<\/td>\nPreface
\n <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents
\n <\/td>\n<\/tr>\n
13<\/td>\nChapter 1 Introduction
\n
1.1 Basis for Recommendations
\n <\/td>\n<\/tr>\n
14<\/td>\n1.2 Scope
\n <\/td>\n<\/tr>\n
16<\/td>\n1.3 Benefits of Web-Tapered Members
\n
1.4
\nFabrication of Web-Tapered Members
1.5 General Notes on This Design Guide
\n <\/td>\n<\/tr>\n
17<\/td>\nChapter 2 Literature Review and Summary of Recommended Methods
\n
2.1 Previous Research
\n <\/td>\n<\/tr>\n
24<\/td>\n2.2 Relationship to and Expansion upon Prior AISC Provisions for Web-Tapered Members
\n <\/td>\n<\/tr>\n
27<\/td>\nChapter 3 Design Basis
\n
3.1 Key Terminology
\n <\/td>\n<\/tr>\n
28<\/td>\n3.2 Limit States Design
\n <\/td>\n<\/tr>\n
31<\/td>\nChapter 4 Stability Design Requirements
\n
4.1 Key Terminology
\n <\/td>\n<\/tr>\n
33<\/td>\n4.2 ASCE\/SEI 7 and IBC Seismic Stability Design Requirements
\n <\/td>\n<\/tr>\n
34<\/td>\n4.3 AISC Stability Design Requirements
\n <\/td>\n<\/tr>\n
35<\/td>\n4.4 AISC Stability Design Methods
\n <\/td>\n<\/tr>\n
38<\/td>\n4.5 Common Parameters
\n <\/td>\n<\/tr>\n
40<\/td>\n4.6 Detailed Requirements of the AISC Stability Design Methods
\n <\/td>\n<\/tr>\n
47<\/td>\nChapter 5 Member Design
\n
5.1 Key Terminology
\n
5.2 Axial Tension
\n <\/td>\n<\/tr>\n
48<\/td>\nExample 5.1 – Axial Tension Resistance, Tapered Members with Bolt Holes
\n <\/td>\n<\/tr>\n
50<\/td>\n5.3 Axial Compression
\n <\/td>\n<\/tr>\n
67<\/td>\nExample 5.2a – Axial Compressive Resistance, Doubly Symmetric, Linearly Tapered Member with Simple Bracing
\n <\/td>\n<\/tr>\n
83<\/td>\n5.4 Flexure
\n <\/td>\n<\/tr>\n
96<\/td>\nExample 5.2b – Flexural Resistance, Doubly Symmetric, Linearly Tapered Member with Simple Bracing
\n <\/td>\n<\/tr>\n
115<\/td>\n5.5 Combined Flexure and Axial Force
\n <\/td>\n<\/tr>\n
120<\/td>\nExample 5.2c – Combined Axial Compression and Flexure, Doubly Symmetric, Linearly Tapered Member with Simple Bracing
\n <\/td>\n<\/tr>\n
123<\/td>\n5.6 Shear
\n <\/td>\n<\/tr>\n
130<\/td>\nExample 5.3 – Shear Strength of a Linearly Tapered Member
\n <\/td>\n<\/tr>\n
142<\/td>\n5.7 Consideration of Concentrated Forces on Flanges and Webs
\n
5.8 Additional Member Examples
\n <\/td>\n<\/tr>\n
143<\/td>\nExample 5.4a – Axial Compressive Resistance, Singly Symmetric, Linearly Tapered Member with Unequal Flanges and Intermediate Bracing Only on One Flange
\n <\/td>\n<\/tr>\n
158<\/td>\nExample 5.4b – Flexural Resistance, Singly Symmetric, Linearly Tapered Member with Intermediate Bracing on the Tension Flange
\n <\/td>\n<\/tr>\n
173<\/td>\nExample 5.4c – Combined Axial Compression and Flexure, Singly Symmetric, Linearly Tapered Member with Intermediate Bracing on Tension Flange
\n <\/td>\n<\/tr>\n
177<\/td>\nChapter 6 Frame Design
\n
6.1 Planar First-Order Analysis of Frames
\n <\/td>\n<\/tr>\n
179<\/td>\n6.2 Planar Second-Order Analysis of Frames
\n <\/td>\n<\/tr>\n
191<\/td>\n6.3 In-Plane Analysis and Design Considerations for Single-Story Clear-Span Frames
\n <\/td>\n<\/tr>\n
194<\/td>\n6.4 Serviceability Considerations
\n
6.5 Overview of System Design Examples
\n <\/td>\n<\/tr>\n
197<\/td>\nChapter 7 System Design Example 1 Clear-Span Monoslope Building Frame
\n
7.1 Material and Geometry
\n <\/td>\n<\/tr>\n
199<\/td>\n7.2 Focus of This Example
\n <\/td>\n<\/tr>\n
200<\/td>\n7.3 Loading
\n <\/td>\n<\/tr>\n
201<\/td>\n7.4 Planar Frame Analysis Discretization
\n <\/td>\n<\/tr>\n
203<\/td>\n7.5 Calculation of Required Strengths from Planar Load-Deflection Frame Analysis
\n <\/td>\n<\/tr>\n
205<\/td>\n7.6 Calculation of the System (gamma)ex by In-Plane Elastic Buckling Analysis
\n <\/td>\n<\/tr>\n
207<\/td>\n7.7 Estimation of System (gamma)ex Given First- and Second-Order Analysis Displacements
\n <\/td>\n<\/tr>\n
208<\/td>\n7.8 Calculation of In-Plane (gamma)ex for Use with the Direct Analysis Method
\n <\/td>\n<\/tr>\n
210<\/td>\n7.9 Out-of-Plane Elastic CATB and LTB Analysis Calculations
\n <\/td>\n<\/tr>\n
214<\/td>\n7.10 Manual Estimation of (gamma)eCAT and (gamma)eLTB for Selected Doubly Tapered Roof Girder Design Segment
\n <\/td>\n<\/tr>\n
220<\/td>\n7.11 Summary of Elastic Buckling Load Ratios
\n <\/td>\n<\/tr>\n
221<\/td>\n7.12 Axial Compressive Strength Ratio
\n <\/td>\n<\/tr>\n
224<\/td>\n7.13 Flexural Strength Ratios
\n <\/td>\n<\/tr>\n
228<\/td>\n7.14 Unity Checks for Combined Flexure and Axial Force
\n
7.15 Assessment Via Inelastic Buckling Analysis
\n <\/td>\n<\/tr>\n
231<\/td>\nChapter 8 System Design Example 2 Clear-Span Crane Building Frame
\n
8.1 Material and Geometry
\n
8.2 Focus of This Example
\n <\/td>\n<\/tr>\n
233<\/td>\n8.3 Loading
\n <\/td>\n<\/tr>\n
234<\/td>\n8.4 Planar Frame Analysis Discretization
\n <\/td>\n<\/tr>\n
236<\/td>\n8.5 Calculation of Required Strengths from Planar Load-Deflection Frame Analysis
\n <\/td>\n<\/tr>\n
237<\/td>\n8.6 Calculation of System (gamma)ex by In-Plane Elastic Bucklying Analysis
\n <\/td>\n<\/tr>\n
238<\/td>\n8.7 Estimation of System (gamma)ex Given First- and Second-Order Analysis Displacements
\n <\/td>\n<\/tr>\n
242<\/td>\n8.8 Calculation of In-Plane (gamma)eL for Use with Direct Analysis Method
\n <\/td>\n<\/tr>\n
243<\/td>\n8.9 Out-of-Plane Elastic CATB and LTB Analysis Calculations
\n <\/td>\n<\/tr>\n
247<\/td>\n8.10 Manual Estimation of (gamma)eCAT and (gamma)eLTB for Bottom Righthand Column Design Segment
\n <\/td>\n<\/tr>\n
254<\/td>\n8.11 Summary of Elastic Buckling Load Ratios
\n <\/td>\n<\/tr>\n
255<\/td>\n8.12 Axial Compressive Strength Ratios
\n <\/td>\n<\/tr>\n
259<\/td>\n8.13 Flexural Strength Ratios
\n <\/td>\n<\/tr>\n
264<\/td>\n8.14 Unity Checks for Combined Flexural and Axial Force
\n
8.15 Assessment Via Inelastic Buckling Analysis
\n <\/td>\n<\/tr>\n
267<\/td>\nChapter 9 System Design Example 3 Modulary Crane Building Frame
\n
9.1 Material and Geometry
\n
9.2
\nFocus of This Example <\/td>\n<\/tr>\n
269<\/td>\n9.3 Loading
\n <\/td>\n<\/tr>\n
271<\/td>\n9.4 Planar Frame Analysis Discretization
\n <\/td>\n<\/tr>\n
272<\/td>\n9.5 Calculation of Required Strengths from Planar Load-Deflection Frame Analysis
\n <\/td>\n<\/tr>\n
274<\/td>\n9.6 Calculation of System (gamma)ex by In-Plane Elastic Buckling Analysis
\n <\/td>\n<\/tr>\n
275<\/td>\n9.7 Estimation of System (gamma)ex Given First- and Second-Order Analysis Displacements
\n <\/td>\n<\/tr>\n
277<\/td>\n9.8 Calcuation of In-Plane (gamma)eL for Use with Direct Analysis Method
\n <\/td>\n<\/tr>\n
278<\/td>\n9.9 Out-of-Plane Elastic Buckling Analysis Calculations
\n
9.10 Manual Estimation of (gamma)eCAT for Righthand Column
\n <\/td>\n<\/tr>\n
281<\/td>\n9.11 Summary of Elastic Buckling Load Ratios
\n
9.12 Axial Compressive Strength Ratios
\n <\/td>\n<\/tr>\n
288<\/td>\n9.13 Flexural Strength Ratios
\n <\/td>\n<\/tr>\n
294<\/td>\n9.14 Unity Checks for Combined Flexure and Axial Force
\n <\/td>\n<\/tr>\n
295<\/td>\n9.15 Assessment Using Inelastic Buckling Analysis
\n <\/td>\n<\/tr>\n
297<\/td>\nChapter 10 System Design Example 4 Clear-Span Building Frame with Large
\n Span-to-Eave Height
10.1 Material and Geometry
\n <\/td>\n<\/tr>\n
299<\/td>\n10.2 Focus of This Example
\n
10.3 Loading
\n <\/td>\n<\/tr>\n
300<\/td>\n10.4 Planar Frame Analysis Discretization
\n <\/td>\n<\/tr>\n
302<\/td>\n10.5 Calculation of Required Strengths from Planar Load-Deflection Frame Analysis
\n <\/td>\n<\/tr>\n
304<\/td>\n10.6 Calculation of System (Gamma
\n)ex by In-plane Elastic Buckling Analysis <\/td>\n<\/tr>\n
305<\/td>\n10.7 Estimation of System (Gamma)ex Given First- and Second-Order Analysis Displacements <\/td>\n<\/tr>\n
307<\/td>\n10.8 Calculation of In-Plane (Gamma)eL for Use with Direct Analysis Method <\/td>\n<\/tr>\n
308<\/td>\n10.9 Out-of-Plane Elastic CATB and LTB Analysis Calculations
\n <\/td>\n<\/tr>\n
312<\/td>\n10.10 Manual Estimation of (Gamma)eCAT and (Gamma)eLTB for Subject Roof Girder Design Segments
\n <\/td>\n<\/tr>\n
322<\/td>\n10.11 Summary of Elastic Buckling Load Ratios
\n <\/td>\n<\/tr>\n
323<\/td>\n10.12 Axial Compressive Strength Ratios
\n <\/td>\n<\/tr>\n
332<\/td>\n10.13 Flexural Strength Ratios
\n <\/td>\n<\/tr>\n
337<\/td>\n10.14 Unity Checks for Combined Flexure and Axial Force
\n <\/td>\n<\/tr>\n
341<\/td>\nChapter 11 Annotated Bibliography
\n
11.1 Column Elastic Flexural Buckling
\n <\/td>\n<\/tr>\n
343<\/td>\n11.2 Elastic Flexural Buckling of Rectangular Frames
\n <\/td>\n<\/tr>\n
345<\/td>\n11.3 Elastic Flexural Buckling of Gabled Frames
\n <\/td>\n<\/tr>\n
346<\/td>\n11.4 Elastic Flexural Buckling of Crane Buildings
\n <\/td>\n<\/tr>\n
347<\/td>\n11.5 Column Inelastic Flexural Buckling and Design Strength
\n <\/td>\n<\/tr>\n
348<\/td>\n11.6 First- and Second-Order Elastic Beam-Column and\/or Frame Analysis (Planar Analysis)
\n
11.7 Column Contrained-Axis Torional Buckling
\n <\/td>\n<\/tr>\n
349<\/td>\n11.8 Beam and Beam-Column Elastic Lateral-Torsional Buckling
\n <\/td>\n<\/tr>\n
353<\/td>\n11.9 Beam and Beam-Column Design Resistances
\n <\/td>\n<\/tr>\n
358<\/td>\n11.10 General Behavior and Design of Frames Composed of Tapered I-Section Members
\n <\/td>\n<\/tr>\n
363<\/td>\nAppendix A Calculation of (gamma)eL or PeL for Nonprismatic Members
\n <\/td>\n<\/tr>\n
367<\/td>\nAppendix B Calculation of In-Plane (gamma)e Factors for the ELM
\n <\/td>\n<\/tr>\n
371<\/td>\nAppendix C Guidelines for Out-of-Plane Buckling Analysis
\n <\/td>\n<\/tr>\n
381<\/td>\nAppendix D Benchmark Problems
\n <\/td>\n<\/tr>\n
399<\/td>\nSymbols
\n <\/td>\n<\/tr>\n
403<\/td>\nGlossary
\n <\/td>\n<\/tr>\n
407<\/td>\nAbbreviations
\n <\/td>\n<\/tr>\n
409<\/td>\nReferences <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Design Guide 25: Frame Design Using Nonprismatic Members, Second Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2021<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":384546,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-384537","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\/384537","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\/384546"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=384537"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=384537"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=384537"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}