{"id":189360,"date":"2024-10-19T11:56:00","date_gmt":"2024-10-19T11:56:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-m327-18aw\/"},"modified":"2024-10-25T04:22:49","modified_gmt":"2024-10-25T04:22:49","slug":"aisc-m327-18aw","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-m327-18aw\/","title":{"rendered":"AISC M327 18AW"},"content":{"rendered":"

In a change from the previous edition, the 3rd Edition Seismic Design Manual is produced with a high-quality vinyl softcover that coordinates with the 15th Edition Steel Construction Manual. CONTENTS The 3rd Edition AISC Seismic Design Manual includes: Comprehensive design examples, updated for the 2016 AISC Seismic Provisions. Side-by-side LRFD and ASD design methodologies for design examples Thorough examples on connection design, including panel zone detailing and brace-to-beam\/column connection design options Extended discussion and more economical design methodology for collector elements Examples for buckling-restrained braced frames Chapter listing: General Design Considerations Analysis Systems Not Specifically Detailed for Seismic Resistance Moment Frames Braced Frames Composite Moment Frames Composite Braced Frames and Shear Walls Diaphragms, Collectors and Chords Provisions and Standards Also, included are two AISC seismic-related standards: the 2016 AISC Seismic Provisions for Structural Steel Buildings (ANSI\/AISC 341-16) and the 2016 AISC Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (ANSI\/AISC 358-16).<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSeismic Design Manual, 3rd Edition <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
7<\/td>\nForeword <\/td>\n<\/tr>\n
8<\/td>\nPreface <\/td>\n<\/tr>\n
10<\/td>\nScope <\/td>\n<\/tr>\n
11<\/td>\nPart 1\u2014General Design Considerations <\/td>\n<\/tr>\n
14<\/td>\n1.1 Scope
1.2 Applicable Specifications, Codes and Other References
Specifications, Codes and Standards for Structural Steel Buildings <\/td>\n<\/tr>\n
15<\/td>\nOther AISC Reference Documents
1.3 Seismic Design Overview and Design Considerations
Performance Goals <\/td>\n<\/tr>\n
16<\/td>\nApplicable Building Code <\/td>\n<\/tr>\n
17<\/td>\nRisk Category and Seismic Design Category
Earthquake Ground Motion and Response Spectrum <\/td>\n<\/tr>\n
18<\/td>\nMaximum Considered Earthquake and Design Basis Earthquake <\/td>\n<\/tr>\n
20<\/td>\nSystems Defined in ASCE\/SEI 7 <\/td>\n<\/tr>\n
23<\/td>\nSeismic Performance Factors
Response Modification Coefficient, R <\/td>\n<\/tr>\n
24<\/td>\nR = 3 Applications
Deflection Amplification Factor, Cd
Overstrength Seismic Load & Capacity-Limited Seismic Load Effect <\/td>\n<\/tr>\n
26<\/td>\nRedundancy Factor <\/td>\n<\/tr>\n
27<\/td>\nMaximum Force Delivered by the System
Building Joints.
Expansion Joints <\/td>\n<\/tr>\n
28<\/td>\nSeismic Joints <\/td>\n<\/tr>\n
29<\/td>\nBuilding Separations
Building Drift
Deflection Compatibility
Lowest Anticipated Service Temperature <\/td>\n<\/tr>\n
31<\/td>\nQuality Control and Quality Assurance <\/td>\n<\/tr>\n
32<\/td>\nDesign Drawing Requirements
Structural Design Drawing Requirements
SFRS Member and Connection Material Specifications
Demand Critical Welds <\/td>\n<\/tr>\n
33<\/td>\nLocations and Dimensions of Protected Zones
Additional Structural Design Drawing Detail Requirements in the Provisions <\/td>\n<\/tr>\n
34<\/td>\nAWS D1.8 Structural Welding Code\u2014Seismic Supplement <\/td>\n<\/tr>\n
35<\/td>\nComposite Systems <\/td>\n<\/tr>\n
36<\/td>\nWind and Seismic Design <\/td>\n<\/tr>\n
37<\/td>\n1.4 Identification of SFRS Elements and Sample Connection Details
Identification of SFRS Elements
Sample Connection Details <\/td>\n<\/tr>\n
40<\/td>\n1.5 Design Table Discussion
Seismic Weld Access Hole Configurations
Member Ductility Requirements
Local Buckling Requirements <\/td>\n<\/tr>\n
41<\/td>\nTable 1-A Limiting Width-to-Thickness Ratios for W-Shape Flanges and Webs in Compression <\/td>\n<\/tr>\n
43<\/td>\nTable 1-B Limiting Width-to-Thickness Ratios for Angle Legs in Compression <\/td>\n<\/tr>\n
44<\/td>\nTable 1-C Limiting Width-to-Thickness Ratios for Rectangular and Square HSS Walls in Compression <\/td>\n<\/tr>\n
45<\/td>\nTable 1-D Limiting Width-to-Thickness Ratios for Round HSS and Pipe Walls in Compression <\/td>\n<\/tr>\n
46<\/td>\nStrength of Steel Headed Stud Anchors
ASCE\/SEI 7 Design Coefficients and Factors for SFRS <\/td>\n<\/tr>\n
47<\/td>\nPart 1 References <\/td>\n<\/tr>\n
49<\/td>\nDesign Tables
Table 1-1 Workable Weld Access Hole Configurations for Beams <\/td>\n<\/tr>\n
50<\/td>\nTable 1-2 Summary of Member Ductility Requirements <\/td>\n<\/tr>\n
52<\/td>\nTable 1-3 Sections that Satisfy Seismic Width-to-Thickness Requirements, W-Shapes <\/td>\n<\/tr>\n
78<\/td>\nTable 1-4 Sections that Satisfy Seismic Width-to-Thickness Requirements, Angles <\/td>\n<\/tr>\n
79<\/td>\nTable 1-5a Sections that Satisfy Seismic Width-to-Thickness, Rectangular HSS Requirements Rectangular HSS <\/td>\n<\/tr>\n
84<\/td>\nTable 1-5b Sections that Satisfy Seismic Width-to-Thickness Requirements, Square HSS <\/td>\n<\/tr>\n
87<\/td>\nTable 1-6 Sections that Satisfy Seismic Width-to-Thickness Requirements, Round HSS <\/td>\n<\/tr>\n
91<\/td>\nTable 1-7 Sections that Satisfy Seismic Width-to-Thickness Requirements, Pipes <\/td>\n<\/tr>\n
92<\/td>\nTable 1-8 Shear Stud Anchor Nominal Horizontal Shear Strength and 25% Reduced Nominal Horizontal Shear Strength for Steel Headed Stud Anchors, kips <\/td>\n<\/tr>\n
93<\/td>\nTable 1-9a Design Coefficients and Factors for Steel and Steel and Concrete Composite Seismic Force-Resisting Systems <\/td>\n<\/tr>\n
96<\/td>\nTable 1-9b Design Coefficients and Factors for Nonbuilding Structures Similar to Buildings <\/td>\n<\/tr>\n
97<\/td>\nPart 2\u2014Analysis <\/td>\n<\/tr>\n
98<\/td>\n2.1 Scope
2.2 Role of Structural Analysis in Design
Ductile Design Mechanism <\/td>\n<\/tr>\n
99<\/td>\nCapacity Design
2.3 Analysis Procedures <\/td>\n<\/tr>\n
100<\/td>\nElastic, Inelastic and Plastic Analysis <\/td>\n<\/tr>\n
101<\/td>\nStability Design Methods in the AISC Specification <\/td>\n<\/tr>\n
102<\/td>\nDirect Analysis Method
Effective Length Method
First-Order Analysis Method
Analysis Methods in ASCE\/SEI 7 and the Direct Analysis Method <\/td>\n<\/tr>\n
103<\/td>\nEquivalent Lateral Force Procedure and the Direct Analysis Method
Modal Response Spectrum Analysis and the Direct Analysis Method <\/td>\n<\/tr>\n
104<\/td>\n2.4 Structural Modeling
Strength of Structural Elements
Stiffness of Structural Elements
Steel Elements <\/td>\n<\/tr>\n
105<\/td>\nComposite Elements <\/td>\n<\/tr>\n
106<\/td>\nConnections and Panel Zones <\/td>\n<\/tr>\n
108<\/td>\nColumn Bases and Foundations <\/td>\n<\/tr>\n
109<\/td>\nDiaphragms for Three-Dimensional Analysis <\/td>\n<\/tr>\n
110<\/td>\nGravity Loads
Gravity Loads in Diagonal Braces and Special Plate Shear Walls <\/td>\n<\/tr>\n
111<\/td>\nPart 2 References <\/td>\n<\/tr>\n
113<\/td>\nPart 3\u2014Systems Not Specifically Designed for Seismic Resistance <\/td>\n<\/tr>\n
114<\/td>\n3.1 Scope
3.2 General Discussion
3.3 Design Example Plan and Elevations <\/td>\n<\/tr>\n
116<\/td>\n3.4 Moment Frames <\/td>\n<\/tr>\n
117<\/td>\nExample 3.4.1. Moment Frame Story Drift Check <\/td>\n<\/tr>\n
118<\/td>\nExample 3.4.2. Moment Frame Column Design <\/td>\n<\/tr>\n
122<\/td>\nExample 3.4.3. Moment Frame Beam Design <\/td>\n<\/tr>\n
125<\/td>\nExample 3.4.4. Moment Frame Beam-to-ColumnConnection Design <\/td>\n<\/tr>\n
135<\/td>\n3.5 Braced Frames
Example 3.5.1. Braced Frame Brace Design <\/td>\n<\/tr>\n
137<\/td>\nExample 3.5.2. Braced Frame Column Design <\/td>\n<\/tr>\n
139<\/td>\nExample 3.5.3. Braced Frame Brace-to-Beam\/ColumnConnection Design <\/td>\n<\/tr>\n
171<\/td>\nPart 3 References <\/td>\n<\/tr>\n
173<\/td>\nPart 4\u2014Moment Frames <\/td>\n<\/tr>\n
175<\/td>\n4.1 Scope
4.2 Ordinary Moment Frames (OMF) <\/td>\n<\/tr>\n
176<\/td>\nOMF Design Example Plan and Elevation <\/td>\n<\/tr>\n
179<\/td>\nExample 4.2.1. OMF Story Drift and Stability Check <\/td>\n<\/tr>\n
182<\/td>\nExample 4.2.2. OMF Column Strength Check <\/td>\n<\/tr>\n
186<\/td>\nExample 4.2.3. OMF Beam Strength Check <\/td>\n<\/tr>\n
189<\/td>\nExample 4.2.4. OMF Beam-Column Connection Design <\/td>\n<\/tr>\n
206<\/td>\n4.3 Special Moment Frames (SMF) and Intermediate Moment Frames (IMF) <\/td>\n<\/tr>\n
209<\/td>\nSMF Design Example Plan and Elevation <\/td>\n<\/tr>\n
212<\/td>\nExample 4.3.1. SMF Story Drift and Stability Check <\/td>\n<\/tr>\n
217<\/td>\nExample 4.3.2. SMF Column Strength Check <\/td>\n<\/tr>\n
221<\/td>\nExample 4.3.3. SMF Beam Strength Check <\/td>\n<\/tr>\n
230<\/td>\nExample 4.3.4. SMF Beam Stability Bracing Design\u2014Equal Depth Beams <\/td>\n<\/tr>\n
249<\/td>\nExample 4.3.5. SMF Beam Stability Bracing Design\u2014Unequal Depth Beams <\/td>\n<\/tr>\n
269<\/td>\nExample 4.3.6. SMF Beam-Column Connection Design\u2014RBS <\/td>\n<\/tr>\n
292<\/td>\nExample 4.3.7. SMF Beam-Column Connection Design\u2014BFP <\/td>\n<\/tr>\n
310<\/td>\nExample 4.3.8. SMF Strong-Column Weak-Beam Exceptions <\/td>\n<\/tr>\n
316<\/td>\n4.4 Special Trust Moment Frames (STMF)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
319<\/td>\nSTMF Design Example Plan and Elevation <\/td>\n<\/tr>\n
322<\/td>\nExample 4.4.1. STMF Story Drift and Stability Check <\/td>\n<\/tr>\n
325<\/td>\nExample 4.4.2. STMF Special Segment Design Checks <\/td>\n<\/tr>\n
334<\/td>\nExample 4.4.3. STMF Nonspecial Segment Design <\/td>\n<\/tr>\n
342<\/td>\nExample 4.4.4. STMF Column Strength Checks <\/td>\n<\/tr>\n
345<\/td>\nExample 4.4.5. STMF Truss-Column Connection Design <\/td>\n<\/tr>\n
356<\/td>\nExample 4.4.6. STMF Truss Chord Splice Connection Design <\/td>\n<\/tr>\n
359<\/td>\n4.5 Column Splice and Column Base Design Examples
Example 4.5.1. Gravity Column Splice Design in a Moment Frame Building <\/td>\n<\/tr>\n
372<\/td>\nExample 4.5.2. SMF Column Splice Design <\/td>\n<\/tr>\n
376<\/td>\nExample 4.5.3. SMF Column Base Design <\/td>\n<\/tr>\n
394<\/td>\nExample 4.5.4. SMF Embedded Column Base Design <\/td>\n<\/tr>\n
401<\/td>\n4.6 Design Table Discussion
Table 4-1. Comparison of Requirements for SMF, IMF and OMF
Table 4-2. SMF Design Tables <\/td>\n<\/tr>\n
422<\/td>\nPart 4 References <\/td>\n<\/tr>\n
423<\/td>\nPart 5\u2014Braced Frames <\/td>\n<\/tr>\n
425<\/td>\n5.1 Scope
5.2 Ordinary Concentrically Braced Frames (OCBF) <\/td>\n<\/tr>\n
426<\/td>\nOCBF Design Example Plan and Elevation <\/td>\n<\/tr>\n
430<\/td>\nExample 5.2.1. OCBF Diagonal Brace Design <\/td>\n<\/tr>\n
440<\/td>\nExample 5.2.2. OCBF Column Design <\/td>\n<\/tr>\n
443<\/td>\nExample 5.2.3. OCBF Beam Design <\/td>\n<\/tr>\n
456<\/td>\nExample 5.2.4. OCBF Brace-to-Beam\/Column Connection Design <\/td>\n<\/tr>\n
510<\/td>\nExample 5.2.5. OCBF Tension-Only Diagonal Brace Design <\/td>\n<\/tr>\n
516<\/td>\nMT-OCBF Design Example Plan and Elevation <\/td>\n<\/tr>\n
520<\/td>\nExample 5.2.6. MT-OCBF Diagonal Brace Design <\/td>\n<\/tr>\n
523<\/td>\nExample 5.2.7. MT-OCBF Column Design <\/td>\n<\/tr>\n
531<\/td>\nExample 5.2.8. MT-OCBF Column Design Using Tension-Only Bracing Exception <\/td>\n<\/tr>\n
538<\/td>\nExample 5.2.9. MT-OCBF Strut Design Using Tension-Only Bracing Exception <\/td>\n<\/tr>\n
542<\/td>\n5.3 Special Concentrically Braced Frames (SCBF) <\/td>\n<\/tr>\n
544<\/td>\nDesign of Gusseted Beam-to-Column Connections to Accommodate Large Drifts <\/td>\n<\/tr>\n
546<\/td>\nSCBF Design Example Plan and Elevation <\/td>\n<\/tr>\n
549<\/td>\nExample 5.3.1. SCBF Brace Design <\/td>\n<\/tr>\n
554<\/td>\nExample 5.3.2. SCBF Analysis <\/td>\n<\/tr>\n
558<\/td>\nExample 5.3.3. SCBF Column Design <\/td>\n<\/tr>\n
564<\/td>\nExample 5.3.4. SCBF Beam Design <\/td>\n<\/tr>\n
580<\/td>\nExample 5.3.5. SCBF Beam Desi <\/td>\n<\/tr>\n
591<\/td>\nExample 5.3.6. SCBF Column Splice Design <\/td>\n<\/tr>\n
597<\/td>\nExample 5.3.7. SCBF Brace-to-Beam Connection Design <\/td>\n<\/tr>\n
654<\/td>\nExample 5.3.8. SCBF Brace-to-Beam Connection Design <\/td>\n<\/tr>\n
681<\/td>\nExample 5.3.9. SCBF Brace-to-Beam\/Column Connection Design <\/td>\n<\/tr>\n
759<\/td>\nExample 5.3.10. SCBF Brace-to-Beam\/Column Connection Design with Elliptical Clearance and Fixed Beam-to-Column Connection <\/td>\n<\/tr>\n
785<\/td>\nExample 5.3.11. SCBF Brace-to-Beam\/Column Connection Design\u2014In-Plane Brace Buckling <\/td>\n<\/tr>\n
822<\/td>\n5.4 Eccentrically Braced Frames (EBF) <\/td>\n<\/tr>\n
825<\/td>\nEBF Design Example Plan and Elevation <\/td>\n<\/tr>\n
828<\/td>\nExample 5.4.1. EBF Story Drift Check <\/td>\n<\/tr>\n
829<\/td>\nExample 5.4.2. EBF Link Design <\/td>\n<\/tr>\n
844<\/td>\nExample 5.4.3. EBF Beam Outside of the Link Design <\/td>\n<\/tr>\n
853<\/td>\nExample 5.4.4. EBF Brace Design <\/td>\n<\/tr>\n
857<\/td>\nExample 5.4.5. EBF Column Design <\/td>\n<\/tr>\n
863<\/td>\nExample 5.4.6. EBF Brace-to-Link Connection Design <\/td>\n<\/tr>\n
870<\/td>\nExample 5.4.7. EBF Brace-to-Beam\/Column Connection Design <\/td>\n<\/tr>\n
905<\/td>\n5.5 Buckling-Restrained Braced Frames (BRBF) <\/td>\n<\/tr>\n
910<\/td>\nBRBF Design Example Plan and Elevation <\/td>\n<\/tr>\n
914<\/td>\nExample 5.5.1. BRBF Brace Design <\/td>\n<\/tr>\n
919<\/td>\nExample 5.5.2. BRBF Column Design <\/td>\n<\/tr>\n
924<\/td>\nExample 5.5.3. BRBF Beam Design <\/td>\n<\/tr>\n
935<\/td>\nExample 5.5.4. BRBF Brace-to-Beam\/Column Connection Design <\/td>\n<\/tr>\n
949<\/td>\n5.6 Connection Design <\/td>\n<\/tr>\n
950<\/td>\nPart 5 References <\/td>\n<\/tr>\n
953<\/td>\nPart 6\u2014Composite Moment Frames <\/td>\n<\/tr>\n
954<\/td>\n6.1 Scope
6.2 Composite Ordinary Moment Frames (C-OMF)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
956<\/td>\n6.3 Composite Intermediate Moment Frames (C-IMF) <\/td>\n<\/tr>\n
957<\/td>\nOverview of Applicable Design Provisions <\/td>\n<\/tr>\n
960<\/td>\n6.4 Composite Special Moment Frames (C-SMF)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
964<\/td>\n6.5 Composite Partially Restrained Moment Frames (C-PRMF) <\/td>\n<\/tr>\n
965<\/td>\nOverview of Applicable Design Provisions <\/td>\n<\/tr>\n
967<\/td>\n6.6 Connection Design <\/td>\n<\/tr>\n
968<\/td>\nReinforced Concrete Column-to-Steel Beam Connections <\/td>\n<\/tr>\n
972<\/td>\nRound Filled Composite Column-to-Steel Beam Connections <\/td>\n<\/tr>\n
974<\/td>\nRectangular Filled Composite Column-to-Steel Beam Connections <\/td>\n<\/tr>\n
980<\/td>\nPart 6 References <\/td>\n<\/tr>\n
983<\/td>\nPart 7\u2014Composite Braced Frames and Shear Walls <\/td>\n<\/tr>\n
985<\/td>\n7.1 Scope
7.2 Composite Ordinary Braced Frames (C-OBF)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
987<\/td>\nDiscussion
7.3 Composite Special Concentrically Braced Frames (C-SCBF)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
989<\/td>\nDiscussion <\/td>\n<\/tr>\n
990<\/td>\n7.4 Composite Eccentrically Braced Frames (C-EBF)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
992<\/td>\nDiscussion
7.5 Composite Shear Walls
General System Behavior <\/td>\n<\/tr>\n
993<\/td>\nShear Wall Coupling <\/td>\n<\/tr>\n
994<\/td>\nDegree of Coupling
Steel Coupling Beam Design <\/td>\n<\/tr>\n
997<\/td>\nBeam Embedment Length (Connection)
Detailing Requirements in the Embedded Region <\/td>\n<\/tr>\n
998<\/td>\nWall Overstrength <\/td>\n<\/tr>\n
999<\/td>\nComposite Ordinary Shear Walls (C-OSW)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
1002<\/td>\nSteel Coupling Beam Design
Beam Embedment Length
Composite Coupling Beams
Expected Plastic Moment <\/td>\n<\/tr>\n
1004<\/td>\nShear Strength
Embedment Length
Example 7.5.1. C-OSW Steel Coupling Beam Design <\/td>\n<\/tr>\n
1009<\/td>\nExample 7.5.2. C-OSW Composite Coupling Beam Design <\/td>\n<\/tr>\n
1015<\/td>\nComposite Special Shear Walls (C-SSW)
Overview of Applicable Design Provisions <\/td>\n<\/tr>\n
1018<\/td>\nSteel Coupling Beam Design <\/td>\n<\/tr>\n
1019<\/td>\nWall Overstrength
Beam Embedment Length
Intermediate Web Stiffeners <\/td>\n<\/tr>\n
1020<\/td>\nFace Bearing Plates
Stiffeners within the Embedded Region
Vertical Transfer Bars
Example 7.5.3. C-SSW Steel Coupling Beam Design <\/td>\n<\/tr>\n
1031<\/td>\nPart 7 References <\/td>\n<\/tr>\n
1033<\/td>\nPart 8\u2014Diaphragms, Collectors and Chords <\/td>\n<\/tr>\n
1034<\/td>\n8.1 Scope
8.2 General Discussion <\/td>\n<\/tr>\n
1036<\/td>\n8.3 Flexural and Torsional Buckling of Collector Elements
Bracing and Compressive Strength of Collectors <\/td>\n<\/tr>\n
1037<\/td>\nMajor Axis Buckling
Minor Axis and Torsional Buckling <\/td>\n<\/tr>\n
1040<\/td>\n8.4 Design Examples
Example 8.4.1. Diaphragm Chord and Collector Design <\/td>\n<\/tr>\n
1057<\/td>\nPart 9\u2014Provisions and Standards <\/td>\n<\/tr>\n
1059<\/td>\n9.1 Seismic Provisions for Structural Steel Buildings, July 12, 2016 <\/td>\n<\/tr>\n
1061<\/td>\nPreface <\/td>\n<\/tr>\n
1065<\/td>\nTable of Contents <\/td>\n<\/tr>\n
1089<\/td>\nSymbols <\/td>\n<\/tr>\n
1096<\/td>\nGlossary <\/td>\n<\/tr>\n
1103<\/td>\nAbbreviations <\/td>\n<\/tr>\n
1105<\/td>\nProvisions <\/td>\n<\/tr>\n
1261<\/td>\nCommentary <\/td>\n<\/tr>\n
1535<\/td>\n9.2 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, May 12, 2016 <\/td>\n<\/tr>\n
1537<\/td>\nPreface <\/td>\n<\/tr>\n
1539<\/td>\nTable of Contents <\/td>\n<\/tr>\n
1548<\/td>\nSymbols <\/td>\n<\/tr>\n
1557<\/td>\nGlossary <\/td>\n<\/tr>\n
1559<\/td>\nStandard <\/td>\n<\/tr>\n
1709<\/td>\nCommentary <\/td>\n<\/tr>\n
1819<\/td>\nIndex <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Seismic Design Manual, 3rd 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>\n2018<\/td>\n1832<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":189364,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-189360","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\/189360","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\/189364"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=189360"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=189360"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=189360"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}