{"id":176034,"date":"2024-10-19T10:54:43","date_gmt":"2024-10-19T10:54:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-m325-17aw-2017\/"},"modified":"2024-10-25T03:08:53","modified_gmt":"2024-10-25T03:08:53","slug":"aisc-m325-17aw-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-m325-17aw-2017\/","title":{"rendered":"AISC M325 17AW 2017"},"content":{"rendered":"

The 15th Edition Steel Construction Manual, first released in 2017, is the most current edition. The following standards, available as free downloads elsewhere on this site, are printed in Part 16 of this Manual: ANSI\/AISC 360-16: Specification for Structural Steel Buildings, 2014 RCSC Specification for Structural Joints Using High-Strength Bolts, and ANSI\/AISC 303-16: Code of Standard Practice for Steel Buildings and Bridges.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSteel Construction Manual, 15th Edition <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
6<\/td>\nCopyright <\/td>\n<\/tr>\n
7<\/td>\nDedication <\/td>\n<\/tr>\n
8<\/td>\nForeward <\/td>\n<\/tr>\n
9<\/td>\nPreface <\/td>\n<\/tr>\n
11<\/td>\nScope <\/td>\n<\/tr>\n
13<\/td>\nPart 1 Dimensions and Properties <\/td>\n<\/tr>\n
15<\/td>\nScope
Structural Products
W-, M-, S- and HP-Shapes <\/td>\n<\/tr>\n
16<\/td>\nChannels
Angles <\/td>\n<\/tr>\n
17<\/td>\nStructural Tees (WT-, MT- and ST-Shapes)
Hollow Structural Sections (HSS) <\/td>\n<\/tr>\n
19<\/td>\nPipes
Double Angles <\/td>\n<\/tr>\n
20<\/td>\nDouble Channels
W-Shapes and S-Shapes with Cap Channels <\/td>\n<\/tr>\n
21<\/td>\nPlate and Bar Products
Raised-Pattern Floor Plates
Crane Rails
Other Structural Products <\/td>\n<\/tr>\n
22<\/td>\nStandard Mill Practices
Hot-Rolled Structural Shapes
Hollow Structural Sections
Pipes
Plate Products <\/td>\n<\/tr>\n
23<\/td>\nPart 1 References <\/td>\n<\/tr>\n
24<\/td>\nDesign Dimensions, Detailing Dimensions, and Axial, Strong-axis Flexural, and Weak-Axis Flexural Properties Tables
Table 1-1 W-Shapes <\/td>\n<\/tr>\n
44<\/td>\nTable 1-2 M-Shapes <\/td>\n<\/tr>\n
46<\/td>\nTable 1-3 S-Shapes <\/td>\n<\/tr>\n
48<\/td>\nTable 1-4 HP-Shapes <\/td>\n<\/tr>\n
50<\/td>\nTable 1-5 C-Shapes <\/td>\n<\/tr>\n
52<\/td>\nTable 1-6 MC-Shapes <\/td>\n<\/tr>\n
56<\/td>\nTable 1-7 Angles <\/td>\n<\/tr>\n
64<\/td>\nTable 1-7A Workable Gages in Angle Legs <\/td>\n<\/tr>\n
65<\/td>\nTable 1-7B Width-to-Thickness Criteria for Angles <\/td>\n<\/tr>\n
66<\/td>\nTable 1-8 WT-Shapes <\/td>\n<\/tr>\n
86<\/td>\nTable 1-9 MT-Shapes <\/td>\n<\/tr>\n
88<\/td>\nTable 1-10 ST-Shapes <\/td>\n<\/tr>\n
90<\/td>\nTable 1-11 Rectangular HSS <\/td>\n<\/tr>\n
108<\/td>\nTable 1-12 Square HSS <\/td>\n<\/tr>\n
112<\/td>\nTable 1-12A Width-to-Thickness Criteria for Rectangular and Square HSS <\/td>\n<\/tr>\n
113<\/td>\nTable 1-13 Round HSS <\/td>\n<\/tr>\n
118<\/td>\nTable 1-14 Pipes <\/td>\n<\/tr>\n
120<\/td>\nTable 1-15 Double Angles <\/td>\n<\/tr>\n
130<\/td>\nTable 1-16 2C-Shapes <\/td>\n<\/tr>\n
133<\/td>\nTable 1-18 Weights of Raised-Pattern Floor Plates <\/td>\n<\/tr>\n
134<\/td>\nTable 1-19 W-Shapes with Cap Channels <\/td>\n<\/tr>\n
136<\/td>\nTable 1-20 S-Shapes with Cap Channels <\/td>\n<\/tr>\n
138<\/td>\nTable 1-21 Crane Rails <\/td>\n<\/tr>\n
139<\/td>\nTable 1-22 ASTM A6 Tolerances for W-Shapes and HP-Shapes <\/td>\n<\/tr>\n
141<\/td>\nTable 1-23 ASTM A6 Tolerances for S-Shapes, M-Shapes and Channels <\/td>\n<\/tr>\n
142<\/td>\nTable 1-24 ASTM A6 Tolerances for WT-, MT- and ST-Shapes <\/td>\n<\/tr>\n
143<\/td>\nTable 1-25 ASTM A6 Tolerances for Angles, 3 in. and Larger <\/td>\n<\/tr>\n
144<\/td>\nTable 1-26 ASTM A6 Tolerances for Angles, < 3 in. <\/td>\n<\/tr>\n
145<\/td>\nTable 1-27 ASTM Tolerances for Rectangular and Square HSS <\/td>\n<\/tr>\n
147<\/td>\nTable 1-28 ASTM Tolerances for Round HSS and Pipes <\/td>\n<\/tr>\n
149<\/td>\nTable 1-29 Rectangular Plates <\/td>\n<\/tr>\n
151<\/td>\nPart 2 General Design Considerations <\/td>\n<\/tr>\n
154<\/td>\nScope
Applicable Specifications, Codes and Standards
Specifications, Codes and Standards for Structural SteelBuildings
Additional Requirements for Seismic Applications <\/td>\n<\/tr>\n
155<\/td>\nOther AISC Reference Documents <\/td>\n<\/tr>\n
156<\/td>\nOSHA Requirements
Columns and Column Base Plates <\/td>\n<\/tr>\n
157<\/td>\nSafety Cables
Beams and Bracing <\/td>\n<\/tr>\n
158<\/td>\nCantilevers
Joists
Walking\/Working Surfaces
Controlling Contractor <\/td>\n<\/tr>\n
159<\/td>\nUsing the 2016 AISC Specification
Load and Resistance Factor Design (LRFD) <\/td>\n<\/tr>\n
160<\/td>\nAllowable Strength Design (ASD)
Design Fundamentals <\/td>\n<\/tr>\n
161<\/td>\nLoads, Load Factors and Load Combinations
Nominal Strengths, Resistance Factors, Safety Factors and Available Strengths
Serviceability <\/td>\n<\/tr>\n
162<\/td>\nStructural Integrity <\/td>\n<\/tr>\n
163<\/td>\nProgressive Collapse
Required Strength, Stability, Effective Length, and Second-Order Effects <\/td>\n<\/tr>\n
164<\/td>\nSimplified Determination of Required Strength <\/td>\n<\/tr>\n
165<\/td>\nStability Bracing <\/td>\n<\/tr>\n
166<\/td>\nSimple-Span Beams
Beam Ends Supported on Bearing Plates
Beams and Girders Framing Continuously Over Columns <\/td>\n<\/tr>\n
170<\/td>\nProperly Specifying Materials
Availability
Material Specifications <\/td>\n<\/tr>\n
172<\/td>\nOther Products
Anchor Rods <\/td>\n<\/tr>\n
173<\/td>\nRaised-Pattern Floor Plates
Sheet and Strip
Filler Metal
Steel Headed Stud Anchors
Open-Web Steel Joists
Castellated Beams
Steel Castings and Forgings
Forged Steel Structural Hardware <\/td>\n<\/tr>\n
174<\/td>\nCrane Rails
Contract Document Information
Design Drawings, Specifications, and Other Contract Documents <\/td>\n<\/tr>\n
175<\/td>\nRequired Information
Information Required Only When Specified <\/td>\n<\/tr>\n
177<\/td>\nApprovals Required
Establishing Criteria for Connections <\/td>\n<\/tr>\n
178<\/td>\nSimple Shear Connections <\/td>\n<\/tr>\n
179<\/td>\nMoment Connections
Horizontal and Vertical Bracing Connections <\/td>\n<\/tr>\n
180<\/td>\nStrut and Tie Connections
Truss Connections
Column Splices
Constructability <\/td>\n<\/tr>\n
181<\/td>\nTolerances
Mill Tolerances
Fabrication Tolerances
Erection Tolerances
Building Fa\u00e7ade Tolerances <\/td>\n<\/tr>\n
184<\/td>\nQuality Control and Quality Assurance
Cambering, Curving and Straightening
Beam Camber and Sweep <\/td>\n<\/tr>\n
185<\/td>\nCold Bending
Hot Bending
Truss Camber
Straightening <\/td>\n<\/tr>\n
186<\/td>\nFire Protection and Engineering
Corrosion Protection
Renovation and Retrofit of Existing Structures
Thermal Effects
Expansion and Contraction <\/td>\n<\/tr>\n
188<\/td>\nElevated-Temperature Service
Fatigue and Fracture Control
Avoiding Brittle Fracture <\/td>\n<\/tr>\n
190<\/td>\nAvoiding Lamellar Tearing
Wind and Seismic Design
Wind and Low-Seismic Applications
High-Seismic Applications <\/td>\n<\/tr>\n
192<\/td>\nPart 2 References <\/td>\n<\/tr>\n
196<\/td>\nTables for the General Design and Specification of Materials
Table 2-1 Multipliers for Use With the Simplified Method
Table 2-2 Summary Comparison of Methods for Stability Analysis and Design <\/td>\n<\/tr>\n
197<\/td>\nTable 2-3 AISI Standard Nomenclature for Flat-Rolled Carbon Steel <\/td>\n<\/tr>\n
198<\/td>\nTable 2-4 Applicable ASTM Specifications for Various Structural Shapes <\/td>\n<\/tr>\n
200<\/td>\nTable 2-5 Applicable ASTM Specifications for Plates and Bars <\/td>\n<\/tr>\n
202<\/td>\nTable 2-6 Applicable ASTM Specifications for Various Types of Structural Fasteners <\/td>\n<\/tr>\n
203<\/td>\nTable 2-7 Summary of Surface Preparation Standards <\/td>\n<\/tr>\n
205<\/td>\nPart 3 Design of Flexural Members <\/td>\n<\/tr>\n
208<\/td>\nScope
Section Properties and Areas
For Flexure
For Shear
Flexural Strength
Braced, Compact Flexural Members
Unbraced Flexural Members
Noncompact or Slender Cross Sections
Available Flexural Strength for Minor Axis Bending <\/td>\n<\/tr>\n
210<\/td>\nUse of Table 6-2 for Flexural Design of Beams
Local Buckling
Determining the Width-to-Thickness Ratios of the Cross Section
Classification of Cross Sections
Lateral-Torsional Buckling
Classification of Spans for Flexure <\/td>\n<\/tr>\n
211<\/td>\nConsideration of Moment Gradient
Available Shear Strength
Steel W-Shape Composite Beams
Concrete Slab Effective Width
Steel Anchors <\/td>\n<\/tr>\n
212<\/td>\nAvailable Flexural Strength for Positive Moment
Shored and Unshored Construction
Available Shear Strength
Other Specification Requirements and Design Considerations
Special Requirements for Heavy Shapes and Plates
Serviceability <\/td>\n<\/tr>\n
213<\/td>\nDesign Table Discussion
Flexural Design Tables
W-Shape Selection Tables <\/td>\n<\/tr>\n
215<\/td>\nMaximum Total Uniform Load Tables
Plots of Available Flexural Strength vs. Unbraced Length <\/td>\n<\/tr>\n
216<\/td>\nAvailable Flexural Strength of HSS
Strength of Other Flexural Members <\/td>\n<\/tr>\n
217<\/td>\nComposite Beam Selection Tables <\/td>\n<\/tr>\n
220<\/td>\nBeam Diagrams and Formulas <\/td>\n<\/tr>\n
221<\/td>\nPart 3 References <\/td>\n<\/tr>\n
222<\/td>\nDesign Tables
Flexural Design Tables
Table 3-1 Values of Cb for Simply Supported Beams <\/td>\n<\/tr>\n
223<\/td>\nW-Shape Selection Tables
Table 3-2 W-Shapes Selection by Zx <\/td>\n<\/tr>\n
232<\/td>\nTable 3-3 W-Shapes Selection by Ix <\/td>\n<\/tr>\n
234<\/td>\nTable 3-4 W-Shapes Selection by Zy <\/td>\n<\/tr>\n
237<\/td>\nTable 3-5 W-Shapes Selection by Iy <\/td>\n<\/tr>\n
239<\/td>\nMaximum Total Uniform Load Tables
W-Shapes Maximum Total Uniform Load <\/td>\n<\/tr>\n
278<\/td>\nS-Shapes Maximum Total Uniform Load <\/td>\n<\/tr>\n
283<\/td>\nC-Shapes Maximum Total Uniform Load <\/td>\n<\/tr>\n
289<\/td>\nMC-Shapes Maximum Total Uniform Load <\/td>\n<\/tr>\n
296<\/td>\nPlots of Available Flexural Strength vs. Unbraced Length
Table 3-10 W-Shapes Available Moment vs. Unbraced Length <\/td>\n<\/tr>\n
332<\/td>\nTable 3-11 Channels Available Moment vs. Unbraced Length <\/td>\n<\/tr>\n
340<\/td>\nAvilable Flexural Strength of HSS
Table 3-12 Rectangular HSS Available Flexural Strength <\/td>\n<\/tr>\n
344<\/td>\nTable 3-13 Square HSS Available Flexural Strength <\/td>\n<\/tr>\n
345<\/td>\nTable 3-14 Round HSS Available Flexural Strength <\/td>\n<\/tr>\n
347<\/td>\nTable 3-15 Pipe Available Flexural Strength <\/td>\n<\/tr>\n
348<\/td>\nStrength of Other Flexural Members
Table 3-16 and 3-17 Available Shear Stress <\/td>\n<\/tr>\n
356<\/td>\nComposite Beam Selection Tables
Table 3-19 Composite W-Shapes <\/td>\n<\/tr>\n
390<\/td>\nTable 3-20 Lower-Bound Elastic Moment of Inertia <\/td>\n<\/tr>\n
407<\/td>\nTable 3-21 Nominal Horizontal Shear Strength for One Steel Headed Stud Anchor, Qn <\/td>\n<\/tr>\n
408<\/td>\nBeam Diagrams and Formulas <\/td>\n<\/tr>\n
409<\/td>\nTable 3-22a Concentrated Load Equivalents <\/td>\n<\/tr>\n
410<\/td>\nTable 3-22b Cantilevered Beams <\/td>\n<\/tr>\n
411<\/td>\nTable 3-22c Continuous Beams <\/td>\n<\/tr>\n
412<\/td>\nTable 3-23 Shears, Moments and Deflections <\/td>\n<\/tr>\n
429<\/td>\nPart 4 Design of Compression Members <\/td>\n<\/tr>\n
431<\/td>\nScope
Available Compressive Strength
Use of Table 6-2 for Design of Compression Members
Local Buckling
Determining the Width-to-Thickness Ratios of the Cross Section
Determining the Slenderness of the Cross Section
Effective Length and Column Slenderness <\/td>\n<\/tr>\n
432<\/td>\nComposite Compression Members
Design Table Discussion
Steel Compression\u2014 Member Selection Tables <\/td>\n<\/tr>\n
439<\/td>\nPart 4 References <\/td>\n<\/tr>\n
440<\/td>\nSteel Compression Member Selection Tables
Table 4-1a. Available Strength in Axial Compression, kips\u2014W-Shapes, Fy = 50 ksi <\/td>\n<\/tr>\n
453<\/td>\nTable 4-1b. Available Strength in Axial Compression, kips\u2014W-Shapes, Fy = 65 ksi <\/td>\n<\/tr>\n
461<\/td>\nTable 4-1c. Available Strength in Axial Compression, kips\u2014W-Shapes, Fy = 70 ksi <\/td>\n<\/tr>\n
469<\/td>\nTable 4-2. Available Strength in Axial Compression, kips\u2014HP-Shapes <\/td>\n<\/tr>\n
473<\/td>\nTable 4-3. Available Strength in Axial Compression, kips\u2014Rectangular HSS <\/td>\n<\/tr>\n
497<\/td>\nTable 4-4. Available Strength in Axial Compression, kips\u2014Square HSS <\/td>\n<\/tr>\n
513<\/td>\nTable 4-5. Available Strength in Axial Compression, kips\u2014Round HSS <\/td>\n<\/tr>\n
530<\/td>\nTable 4-6. Available Strength in Axial Compression, kips\u2014Pipe <\/td>\n<\/tr>\n
534<\/td>\nTable 4-7. Available Strength in Axial Compression, kips\u2014Concentrically Loaded WT-Shapes <\/td>\n<\/tr>\n
567<\/td>\nTable 4-8. Available Strength in Axial Compression, kips\u2014Double Angles\u2014Equal Legs <\/td>\n<\/tr>\n
578<\/td>\nTable 4-9. Available Strength in Axial Compression, kips\u2014Double Angles\u2014LLBB <\/td>\n<\/tr>\n
593<\/td>\nTable 4-10. Available Strength in Axial Compression, kips\u2014Double Angles\u2014SLBB <\/td>\n<\/tr>\n
608<\/td>\nTable 4-11. Available Strength in Axial Compression, kips\u2014Concentrically Loaded Single Angles <\/td>\n<\/tr>\n
632<\/td>\nTable 4-12
\nAvailable Strength in
\nAxial Compression, kips
\nEccentrically Loaded Single Angles <\/td>\n<\/tr>\n
656<\/td>\nMiscellaneous Design Tables
Table 4-13 Stiffness Reduction Factor <\/td>\n<\/tr>\n
657<\/td>\nTable 4-14 Available Critical Stress for Compression Members <\/td>\n<\/tr>\n
663<\/td>\nPart 5 Design of Tension Members <\/td>\n<\/tr>\n
664<\/td>\nScope
Gross Area, Net Area and Effective Net Area
Gross Area
Effective Net Area
Tensile Strength
Yielding Limit State <\/td>\n<\/tr>\n
665<\/td>\nRupture Limit State
Use of Table 6-2 for Design of Tension Members
Other Specification Requirements and Design Considerations
Special Requirements for Heavy Shapes and Plates
Slenderness
Design Table Discussion <\/td>\n<\/tr>\n
667<\/td>\nSteel Tension Member Selection Tables
Table 5-1 Available Strength in Axial Tension W-Shapes <\/td>\n<\/tr>\n
676<\/td>\nTable 5-2 Available Strength in Axial Tension Angles <\/td>\n<\/tr>\n
681<\/td>\nTable 5-3 Available Strength in Axial Tension WT-Shapes <\/td>\n<\/tr>\n
690<\/td>\nTable 5-4 Available Strength in Axial Tension Rectangular HSS <\/td>\n<\/tr>\n
699<\/td>\nTable 5-5 Available Strength in Axial Tension Square HSS <\/td>\n<\/tr>\n
702<\/td>\nTable 5-6 Available Strength in Axial Tension Round HSS <\/td>\n<\/tr>\n
707<\/td>\nTable 5-7 Available Strength in Axial Tension Pipe <\/td>\n<\/tr>\n
709<\/td>\nTable 5-8 Available Strength in Axial Tension Double Angles <\/td>\n<\/tr>\n
715<\/td>\nPart 6 Design of Members Subject to Combined Forces <\/td>\n<\/tr>\n
716<\/td>\nScope
Local Buckling Considerations
Members Subject to Flexure and Shear
Members Subject to Axial Compression
Members Subject to Tension
Members Subject to Combined Axial Force and Flexure <\/td>\n<\/tr>\n
717<\/td>\nMembers Subject to Combined Torsion, Flexure, Shear and\/or Axial Force <\/td>\n<\/tr>\n
718<\/td>\nComposite Members Subject to Flexure, Axial or Combined Forces
Selection Table for Design of Flexure, Compression, Tension or Combined Forces: W-Shapes
Coefficients for Design of W-Shapes Subject to Combined Forces
Design Table Discussion <\/td>\n<\/tr>\n
720<\/td>\nPart 6 References <\/td>\n<\/tr>\n
721<\/td>\nSteel Beam-Column Selection Tables
Table 6-1a Width-to-Thickness Ratios: Compression Elements Members Subject to Axial Compression <\/td>\n<\/tr>\n
723<\/td>\nTable 6-1b Width-to-Thickness Ratios: Compression Elements Members Subject to Flexure <\/td>\n<\/tr>\n
725<\/td>\nTable 6-2. Available Strength for Members Subject to Axial, Shear, Flexural and Combined Forces, W-Shapes <\/td>\n<\/tr>\n
820<\/td>\nComposite Beam-Column Cross-Section Strength Tables
Table 6-3a. Cross-Section Strength for Rectangular Encased W-Shapes\u2014Subject to Flexure about the Major Axis <\/td>\n<\/tr>\n
821<\/td>\nTable 6-3b. Cross-Section Strength for Rectangular Encased W-Shapes\u2014Subject to Flexure about the Minor Axis <\/td>\n<\/tr>\n
822<\/td>\nTable 6-4. Cross-Section Strength for Composite Filled Rectangular HSS\u2014Subject to Flexure about Either Principal Axis <\/td>\n<\/tr>\n
823<\/td>\nTable 6-5. Cross-Section Strength for Composite Filled Round HSS\u2014Subject to Flexure about Any Axis <\/td>\n<\/tr>\n
825<\/td>\nPart 7 Design Considerations for Bolts <\/td>\n<\/tr>\n
827<\/td>\nScope
General Requirements for Bolted Joints
Fastener Components
Proper Selection of Bolt Length <\/td>\n<\/tr>\n
828<\/td>\nWasher Requirements
Nut Requirements
Bolted Parts
Proper Specification of Joint Type <\/td>\n<\/tr>\n
829<\/td>\nSnug-Tightened Joints
Pretensioned Joints
Slip-Critical Joints
Design Requirements
Shear <\/td>\n<\/tr>\n
830<\/td>\nTension
Combined Shear and Tension
Bearing and Tearout Strength at Bolt Holes
Slip Resistance
Eccentrically Loaded Bolt Groups
Eccentricity in the Plane of the Faying Surface
Instantaneous Center of Rotation Method <\/td>\n<\/tr>\n
832<\/td>\nElastic Method <\/td>\n<\/tr>\n
834<\/td>\nEccentricity Normal to the Plane of the Faying Surface
Case I\u2014Neutral Axis Not at Center of Gravity <\/td>\n<\/tr>\n
835<\/td>\nCase II\u2014Neutral Axis at Center of Gravity <\/td>\n<\/tr>\n
837<\/td>\nSpecial Considerations for Hollow Structural Sections
Through-Bolting to HSS
Blind Bolts
Flow-Drilling <\/td>\n<\/tr>\n
838<\/td>\nThreaded Studs to HSS <\/td>\n<\/tr>\n
839<\/td>\nNailing to HSS
Screwing to HSS
Other Specification Requirements and Design Considerations
Placement of Bolt Groups
Bolts in Combination with Welds
Coating High-Strength Bolts and Nuts <\/td>\n<\/tr>\n
840<\/td>\nReuse of Bolts
Fatigue Applications
Entering and Tightening Clearances <\/td>\n<\/tr>\n
841<\/td>\nFully Threaded ASTM F3125 Grade A325 Bolts
ASTM A307 Bolts
ASTM A449 and A354 Bolts
Design Table Discussion <\/td>\n<\/tr>\n
845<\/td>\nPart 7 References <\/td>\n<\/tr>\n
846<\/td>\nDesign Tables
Table 7-1 Available Shear Strength of Bolts <\/td>\n<\/tr>\n
847<\/td>\nTable 7-2 Available Tensile Strength of Bolts <\/td>\n<\/tr>\n
848<\/td>\nTable 7-3 Slip-Critical Connections Available Slip Resistance <\/td>\n<\/tr>\n
851<\/td>\nTables 7-4 and 7-5 Available Bearing and Tearout Strength at Bolt Holes <\/td>\n<\/tr>\n
855<\/td>\nTables 7-6 through 7-13 Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
903<\/td>\nTable 7-14 Dimensions of High-Strength Fasteners <\/td>\n<\/tr>\n
904<\/td>\nTables 7-15 and 7-16 Entering and Tightening Clearance <\/td>\n<\/tr>\n
907<\/td>\nTable 7-17 Threading Dimensions for High-Strength and Non-High-Strength Bolts <\/td>\n<\/tr>\n
908<\/td>\nTable 7-18 Weights of High-Strength Fasteners <\/td>\n<\/tr>\n
909<\/td>\nTable 7-19 Dimensions of Non-High-Strength Fasteners <\/td>\n<\/tr>\n
911<\/td>\nTables 7-20, 7-21 and 7-22 Weights of Non-High-Strength Fasteners <\/td>\n<\/tr>\n
915<\/td>\nPart 8 Design Considerations for Welds <\/td>\n<\/tr>\n
917<\/td>\nScope
General Requirements for Welded Joints
Consumables
Thermal Cutting
Air-Arc Gouging <\/td>\n<\/tr>\n
918<\/td>\nInspection
Visual Testing (VT)
Penetrant Testing (PT) <\/td>\n<\/tr>\n
919<\/td>\nMagnetic-Particle Testing (MT) <\/td>\n<\/tr>\n
920<\/td>\nUltrasonic Testing (UT) <\/td>\n<\/tr>\n
921<\/td>\nRadiographic Testing (RT)
Proper Specification of Joint Type
Selection of Weld Type <\/td>\n<\/tr>\n
922<\/td>\nWelding Symbols
Available Strength <\/td>\n<\/tr>\n
923<\/td>\nEffect of Load Angle
Concentrically Loaded Weld Groups
Eccentrically Loaded Weld Groups
Eccentricity in the Plane of the Faying Surface
Instantaneous Center of Rotation Method <\/td>\n<\/tr>\n
926<\/td>\nElastic Method <\/td>\n<\/tr>\n
928<\/td>\nPlastic Method <\/td>\n<\/tr>\n
930<\/td>\nEccentricity Normal to the Plane of the Faying Surface
Other Specification Requirements and Design Considerations <\/td>\n<\/tr>\n
931<\/td>\nSpecial Requirements for Heavy Shapes and Plates
Placement of Weld Groups
Welds in Combination with Bolts
Fatigue
One-Sided Fillet Welds
Welding Considerations and Appurtenances
Clearance Requirements <\/td>\n<\/tr>\n
933<\/td>\nExcessive Welding <\/td>\n<\/tr>\n
934<\/td>\nMinimum Shelf Dimensions for Fillet Welds <\/td>\n<\/tr>\n
935<\/td>\nBeam Copes and Weld Access Holes
Corner Clips <\/td>\n<\/tr>\n
936<\/td>\nBacking Bars
Spacer Bars
Weld Tabs <\/td>\n<\/tr>\n
937<\/td>\nLamellar Tearing
Prior Qualification of Welding Procedures <\/td>\n<\/tr>\n
938<\/td>\nPainting Welded Connections
Welding Considerations For HSS
HSS Welding Requirements in AWS D1.1 <\/td>\n<\/tr>\n
939<\/td>\nClause 9, Part A <\/td>\n<\/tr>\n
940<\/td>\nClause 9, Part B
Clause 9, Parts C and D
Clause 9, Part E
Clause 9, Part F <\/td>\n<\/tr>\n
941<\/td>\nWeld Sizing for Uneven Distribution of Loads
Detailing Considerations <\/td>\n<\/tr>\n
942<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
946<\/td>\nPart 8 References <\/td>\n<\/tr>\n
947<\/td>\nDesign Tables
Table 8-1 Coefficients, C, for Concentrically Loaded Weld Group Elements <\/td>\n<\/tr>\n
948<\/td>\nTable 8-2 Prequalified Welded Joints <\/td>\n<\/tr>\n
981<\/td>\nTable 8-3 Electrode Strength Coefficient, C1 <\/td>\n<\/tr>\n
982<\/td>\nTable 8-4 through 8-11a Coefficients, C,for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1040<\/td>\nTable 8-12 Approximate Number of Passes for Welds <\/td>\n<\/tr>\n
1041<\/td>\nPart 9 Design of Connecting Elements <\/td>\n<\/tr>\n
1043<\/td>\nScope
Gross Area, Effective Net Area, and Whitmore Section
Gross Area
Effective Net Area
Whitmore Section (Effective Width)
Connecting Elements Subject to Combined Loading <\/td>\n<\/tr>\n
1044<\/td>\nConnecting Elements Subject to Tension <\/td>\n<\/tr>\n
1045<\/td>\nConnecting Elements Subject to Shear
Connecting Elements Subject to Block Shear Rupture
Connecting Element Rupture Strength at Welds <\/td>\n<\/tr>\n
1046<\/td>\nConnecting Elements Subject to Compression Yielding and Buckling
Affected and Connecting Elements Subject to Flexure
Yielding, Lateral-Torsional Buckling, and Local Buckling
Rupture
Coped Beam Strength <\/td>\n<\/tr>\n
1050<\/td>\nBearing Limit States
Bearing Strength and Tearout at Bolt Holes
Steel-on-Steel Bearing Strength (Other Than at Bolt Holes)
Bearing Strength on Concrete or Masonry
Other Specification Requirements and Design Considerations
Prying Action <\/td>\n<\/tr>\n
1054<\/td>\nPlate Elements Subjected to Out-of-Plane Loads <\/td>\n<\/tr>\n
1057<\/td>\nRotational Ductility <\/td>\n<\/tr>\n
1059<\/td>\nConcentrated Forces
Shims and Fillers
Copes, Blocks and Cuts <\/td>\n<\/tr>\n
1060<\/td>\nWeb Reinforcement of Coped Beams <\/td>\n<\/tr>\n
1061<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
1065<\/td>\nPart 9 References <\/td>\n<\/tr>\n
1067<\/td>\nDesign Tables
Table 9-1 Reduction in Area for Holes <\/td>\n<\/tr>\n
1068<\/td>\nTable 9-2 Elastic Section Modulus for Coped W-Shapes <\/td>\n<\/tr>\n
1077<\/td>\nTable 9-3a Block Shear Tension Rupture Component <\/td>\n<\/tr>\n
1078<\/td>\nTable 9-3b Block Shear Shear Yielding Component <\/td>\n<\/tr>\n
1080<\/td>\nTable 9-3c Block Shear Shear Rupture Component <\/td>\n<\/tr>\n
1084<\/td>\nTable 9-4 Beam Bearing Constants <\/td>\n<\/tr>\n
1101<\/td>\nPart 10 Design of Simple Shear Connections <\/td>\n<\/tr>\n
1104<\/td>\nScope
Force Transfer <\/td>\n<\/tr>\n
1105<\/td>\nComparing Connection Alternatives
Two-Sided Connections
Seated Connections
One-Sided Connections
Constructability Considerations
Double Connections <\/td>\n<\/tr>\n
1106<\/td>\nAccessibility in Column Webs <\/td>\n<\/tr>\n
1107<\/td>\nField-Welded Connections
Recommended Connection Length (Riding the Fillet)
Double Angle Connections <\/td>\n<\/tr>\n
1108<\/td>\nAvailable Strength and Flexibility <\/td>\n<\/tr>\n
1109<\/td>\nShop and Field Practices
Design Table Discussion (Tables 10-1, 10-2 and 10-3) <\/td>\n<\/tr>\n
1113<\/td>\nTable 10-1 All-Bolted Double-Angle Connections <\/td>\n<\/tr>\n
1131<\/td>\nTable 10-2 Available Weld Strength of Bolted\/Welded Double-Angle Connections <\/td>\n<\/tr>\n
1132<\/td>\nTable 10-3 Available Weld Strength of All-Welded Double-Angle Connections <\/td>\n<\/tr>\n
1134<\/td>\nShear End-Plate Connections
Design Checks
Recommended End-Plate Thickness
Shop and Field Practices <\/td>\n<\/tr>\n
1135<\/td>\nDesign Table Discussion (Table 10-4) <\/td>\n<\/tr>\n
1136<\/td>\nTable 10-4 Bolted\/Welded Shear End-Plate Connections <\/td>\n<\/tr>\n
1169<\/td>\nUnstiffened Seated Connections <\/td>\n<\/tr>\n
1170<\/td>\nDesign Checks
Shop and Field Practices
Bolted\/Welded Unstiffened Seated Connections <\/td>\n<\/tr>\n
1171<\/td>\nDesign Table Discussion (Tables 10-5 and 10-6) <\/td>\n<\/tr>\n
1174<\/td>\nTable 10-5 All-Bolted Unstiffened Seated Connections <\/td>\n<\/tr>\n
1176<\/td>\nTable 10-6 All-Welded Unstiffened Seated Connections <\/td>\n<\/tr>\n
1178<\/td>\nStiffened Seated Connections <\/td>\n<\/tr>\n
1179<\/td>\nDesign Checks <\/td>\n<\/tr>\n
1180<\/td>\nShop and Field Practices
Design Table Discussion (Tables 10-7 and 10-8) <\/td>\n<\/tr>\n
1182<\/td>\nTable 10-7 All-Bolted Stiffened Seated Connections <\/td>\n<\/tr>\n
1183<\/td>\nTable 10-8 Bolted\/Welded Stiffened Seated Connections <\/td>\n<\/tr>\n
1187<\/td>\nSingle-Plate Connections
Design Checks
Conventional Configuration <\/td>\n<\/tr>\n
1188<\/td>\nTable 10-9 Design Values for Conventional Single-Plate Shear Connections
Dimensional Limitations <\/td>\n<\/tr>\n
1189<\/td>\nDesign Checks
Extended Configuration
Dimensional Limitations
Design Checks <\/td>\n<\/tr>\n
1191<\/td>\nShop and Field Practices
Design Table Discussion (Table 10-10) <\/td>\n<\/tr>\n
1192<\/td>\nTable 10-10a. Single-Plate Connections, 36-ksi Plate <\/td>\n<\/tr>\n
1204<\/td>\nTable 10-10b. Single-Plate Connections, 50-ksi Plate <\/td>\n<\/tr>\n
1216<\/td>\nSingle Angle Connections
Design Checks
Recommended Angle Thickness
Shop and Field Practices <\/td>\n<\/tr>\n
1218<\/td>\nDesign Table Discussion (Tables 10-11 and 10-12) <\/td>\n<\/tr>\n
1220<\/td>\nTable 10-11 All-Bolted Single-Angle Connections <\/td>\n<\/tr>\n
1221<\/td>\nTable 10-12 Bolted\/Welded Single-Angle Connections <\/td>\n<\/tr>\n
1223<\/td>\nTee Connections
Design Checks <\/td>\n<\/tr>\n
1224<\/td>\nRecommended Tee Length and Flange and Web Thicknesses
Shop and Field Practices
Shear Splices <\/td>\n<\/tr>\n
1226<\/td>\nSpecial Considerations for Simple Shear Connections
Simple Shear Connections Subject to Axial Forces <\/td>\n<\/tr>\n
1227<\/td>\nSimple Shear Connections at Stiffened Column-Web Locations
Eccentric Effect of Extended Gages
Column-Web Supports <\/td>\n<\/tr>\n
1231<\/td>\nGirder-Web Supports <\/td>\n<\/tr>\n
1232<\/td>\nAlternative Treatment of Eccentric Moment
Double Connections
Supported Beams of Different Nominal Depths
Supported Beams Offset Laterally
Beams Offset From Column Centerline
Framing to the Column Flange from the Strong Axis <\/td>\n<\/tr>\n
1235<\/td>\nFraming to the Column Flange from the Weak Axis <\/td>\n<\/tr>\n
1238<\/td>\nFraming to the Column Web <\/td>\n<\/tr>\n
1239<\/td>\nConnections for Raised Beams <\/td>\n<\/tr>\n
1242<\/td>\nNon-Rectangular Simple Shear Connections <\/td>\n<\/tr>\n
1244<\/td>\nSkewed Connections <\/td>\n<\/tr>\n
1247<\/td>\nSloped Connections <\/td>\n<\/tr>\n
1249<\/td>\nCanted Connections <\/td>\n<\/tr>\n
1251<\/td>\nInclines in Two or More Directions (Hip and Valley Framing)
Design Considerations for Simple Shear Connections to HSS Columns <\/td>\n<\/tr>\n
1252<\/td>\nDouble-Angle Connections to HSS <\/td>\n<\/tr>\n
1253<\/td>\nSingle-Plate Connections to HSS
Unstiffened Seated Connections to HSS
Stiffened Seated Connections to HSS <\/td>\n<\/tr>\n
1254<\/td>\nThrough-Plate Connections <\/td>\n<\/tr>\n
1255<\/td>\nSingle-Angle Connections <\/td>\n<\/tr>\n
1256<\/td>\nDesign Table Discussion (Tables 10-13, 10-14a, 10-14b, 10-14c and 10-15) <\/td>\n<\/tr>\n
1257<\/td>\nTable 10-13 Minimum Inside Radius for Cold-Bending <\/td>\n<\/tr>\n
1258<\/td>\nTable 10-14A Clearances for All-Bolted Skewed Connections <\/td>\n<\/tr>\n
1259<\/td>\nTable 10-14B Clearances for Bolted\/Welded Skewed Connections <\/td>\n<\/tr>\n
1261<\/td>\nTable 10-14C Weld Details for Skewed Single-Plate Connections <\/td>\n<\/tr>\n
1264<\/td>\nTable 10-15 Required Length and Thickness for Stiffened Seated Connections to HSS <\/td>\n<\/tr>\n
1267<\/td>\nPart 10 References <\/td>\n<\/tr>\n
1269<\/td>\nPart 11 Design of Partially Restrained Moment Connections <\/td>\n<\/tr>\n
1270<\/td>\nScope
Load Determination
Strength <\/td>\n<\/tr>\n
1271<\/td>\nStability
Flange-Angle PR Moment Connections <\/td>\n<\/tr>\n
1274<\/td>\nPart 11 References <\/td>\n<\/tr>\n
1275<\/td>\nPart 12 Design of Fully Restrained Moment Connections <\/td>\n<\/tr>\n
1276<\/td>\nScope
FR Moment Connections
Load Determination <\/td>\n<\/tr>\n
1277<\/td>\nDesign Checks
Temporary Support During Erection <\/td>\n<\/tr>\n
1278<\/td>\nWelding Considerations for Fully Restrained Moment Connections
FR Connections with Wide-Flange Columns
Flange-Plated FR Moment Connections <\/td>\n<\/tr>\n
1281<\/td>\nDirectly Welded Flange FR Moment Connections <\/td>\n<\/tr>\n
1282<\/td>\nExtended End-Plate FR Moment Connections <\/td>\n<\/tr>\n
1283<\/td>\nShop and Field Practices <\/td>\n<\/tr>\n
1284<\/td>\nDesign Assumptions <\/td>\n<\/tr>\n
1285<\/td>\nFR Moment Splices
Location of Moment Splices
Force Transfer in Moment Splices
Flange-Plated FR Moment Splices <\/td>\n<\/tr>\n
1287<\/td>\nDirectly Welded Flange FR Moment Splices <\/td>\n<\/tr>\n
1288<\/td>\nExtended End-Plate FR Moment Splices
Special Considerations
FR Moment Connections to Column Webs <\/td>\n<\/tr>\n
1289<\/td>\nRecommended Details <\/td>\n<\/tr>\n
1290<\/td>\nDuctility Considerations <\/td>\n<\/tr>\n
1295<\/td>\nFR Moment Connections Across Girder Supports
Top Flange Connection
Bottom Flange Connection
Web Connection <\/td>\n<\/tr>\n
1297<\/td>\nFR Connections with HSS
HSS Through-Plate Flange-Plated FR Moment Connections <\/td>\n<\/tr>\n
1298<\/td>\nHSS Cut-Out Plate Flange-Plated FR Moment Connections <\/td>\n<\/tr>\n
1299<\/td>\nDesign Considerations for HSS Directly Welded FR MomentConnections <\/td>\n<\/tr>\n
1300<\/td>\nHSS Columns Above and Below Continuous Beams <\/td>\n<\/tr>\n
1301<\/td>\nHSS Welded Tee Flange Connections
HSS Diaphragm Plate Connections <\/td>\n<\/tr>\n
1302<\/td>\nAdditional Suggested Details for HSS to Wide-Flange Moment Connections <\/td>\n<\/tr>\n
1305<\/td>\nPart 12 References <\/td>\n<\/tr>\n
1307<\/td>\nPart 13 Design of Bracing Connections and Truss Connections <\/td>\n<\/tr>\n
1308<\/td>\nScope
Bracing Connections
Diagonal Bracing Members <\/td>\n<\/tr>\n
1309<\/td>\nForce Transfer in Diagonal Bracing Connections
The Uniform Force Method
Required Strength <\/td>\n<\/tr>\n
1311<\/td>\nSpecial Case 1, Modified Working Point Location <\/td>\n<\/tr>\n
1313<\/td>\nSpecial Case 2, Minimizing Shear in the Beam-to-Column Connection
Special Case 3, No Gusset-to-Column Web Connection <\/td>\n<\/tr>\n
1316<\/td>\nAnalysis of Existing Diagonal Bracing Connections <\/td>\n<\/tr>\n
1317<\/td>\nAvailable Strength
Truss Connections
Members in Trusses <\/td>\n<\/tr>\n
1318<\/td>\nMinimum Connection Strength <\/td>\n<\/tr>\n
1319<\/td>\nPanel-Point Connections <\/td>\n<\/tr>\n
1320<\/td>\nDesign Checks
Shop and Field Practices
Support Connections <\/td>\n<\/tr>\n
1321<\/td>\nDesign Checks <\/td>\n<\/tr>\n
1322<\/td>\nShop and Field Practices <\/td>\n<\/tr>\n
1323<\/td>\nTruss Chord Splices
Design Considerations for HSS-to-HSS Truss Connections <\/td>\n<\/tr>\n
1324<\/td>\nPart 13 References <\/td>\n<\/tr>\n
1325<\/td>\nPart 14 Design of Beam Bearing Plates , Column Base Plates, Anchor Rods, and Column Splices <\/td>\n<\/tr>\n
1327<\/td>\nScope
Beam Bearing Plates
Force Transfer <\/td>\n<\/tr>\n
1328<\/td>\nRecommended Bearing Plate Dimensions and Thickness
Available Strength
Column Base Plates for Axial Compression <\/td>\n<\/tr>\n
1329<\/td>\nForce Transfer <\/td>\n<\/tr>\n
1330<\/td>\nRecommended Base Plate Dimensions and Thickness
Available Strength
Finishing Requirements
Holes for Anchor Rods and Grouting <\/td>\n<\/tr>\n
1331<\/td>\nGrouting and Leveling <\/td>\n<\/tr>\n
1332<\/td>\nColumn Base Plates for Axial Tension, Shear or Moment <\/td>\n<\/tr>\n
1333<\/td>\nAnchor Rods <\/td>\n<\/tr>\n
1334<\/td>\nMinimum Edge Distance and Embedment Length
Washer Requirements <\/td>\n<\/tr>\n
1335<\/td>\nHooked Anchor Rods
Headed or Threaded and Nutted Anchor Rods <\/td>\n<\/tr>\n
1336<\/td>\nAnchor Rod Nut Installation
Column Splices
Fit-Up of Column Splices <\/td>\n<\/tr>\n
1337<\/td>\nLifting Devices <\/td>\n<\/tr>\n
1338<\/td>\nColumn Alignment and Stability During Erection <\/td>\n<\/tr>\n
1340<\/td>\nForce Transfer in Column Splices <\/td>\n<\/tr>\n
1341<\/td>\nFlange-Plated Column Splices <\/td>\n<\/tr>\n
1342<\/td>\nDirectly Welded Flange Column Splices
Butt-Plated Column Splices <\/td>\n<\/tr>\n
1343<\/td>\nPart 14 References <\/td>\n<\/tr>\n
1344<\/td>\nDesign Tables
Table 14-1 Finish Allowances <\/td>\n<\/tr>\n
1345<\/td>\nTable 14-2 Recommended Sizes for Washers and Anchor Rod Holes in Base Plates <\/td>\n<\/tr>\n
1346<\/td>\nTable 14-3 Typical Column Splices <\/td>\n<\/tr>\n
1369<\/td>\nPart 15 Design of Hanger Connections, Bracket Plates, and Crane-Rail Connections <\/td>\n<\/tr>\n
1370<\/td>\nScope
Hanger Connections <\/td>\n<\/tr>\n
1371<\/td>\nBracket Plates <\/td>\n<\/tr>\n
1374<\/td>\nCrane-Rail Connections
Bolted Splices <\/td>\n<\/tr>\n
1375<\/td>\nTable 15-1 Crane Rail Splices
Welded Splices <\/td>\n<\/tr>\n
1376<\/td>\nHook Bolt Fastenings
Rail Clip Fastenings
Rail Clamp Fastenings <\/td>\n<\/tr>\n
1377<\/td>\nPatented Rail Clip Fastenings
Design Table Discussion <\/td>\n<\/tr>\n
1379<\/td>\nPart 15 References <\/td>\n<\/tr>\n
1380<\/td>\nDesign Tables
Table 15-2 Preliminary Hanger Connection Selection Table <\/td>\n<\/tr>\n
1382<\/td>\nTable 15-3 Net Plastic Section Modulus <\/td>\n<\/tr>\n
1384<\/td>\nTable 15-4 Dimensions and Weights of Clevises <\/td>\n<\/tr>\n
1385<\/td>\nTable 15-5 Clevis Numbers Compatible with Various Rods and Pins <\/td>\n<\/tr>\n
1386<\/td>\nTable 15-6 Dimensions and Weights of Turnbuckles <\/td>\n<\/tr>\n
1387<\/td>\nTable 15-7 Dimensions and Weights of Sleeve Nuts <\/td>\n<\/tr>\n
1388<\/td>\nTable 15-8 Dimensions and Weights of Recessed-Pin Nuts <\/td>\n<\/tr>\n
1389<\/td>\nTable 15-9 Dimensions and Weights of Clevis and Cotter Pins <\/td>\n<\/tr>\n
1391<\/td>\nPart 16 Specifications and Codes <\/td>\n<\/tr>\n
1393<\/td>\nSpecification for Structural Steel Buildings <\/td>\n<\/tr>\n
2069<\/td>\nSpecification for Structural Joints Using High-Strength Bolts <\/td>\n<\/tr>\n
2169<\/td>\nCode of Standard Practice for Steel Buildings and Bridges <\/td>\n<\/tr>\n
2253<\/td>\nPart 17 Miscellaneous Data and Mathematical Information <\/td>\n<\/tr>\n
2255<\/td>\nSI Equivalents of Standard U.S. Shape Profiles
Table 17-1 W-Shapes <\/td>\n<\/tr>\n
2258<\/td>\nTable 17-2 M-, S- and HP-Shapes <\/td>\n<\/tr>\n
2259<\/td>\nTable 17-3 Channels <\/td>\n<\/tr>\n
2260<\/td>\nTable 17-4 Angles <\/td>\n<\/tr>\n
2262<\/td>\nTable 17-5 WT-Shapes <\/td>\n<\/tr>\n
2265<\/td>\nTable 17-6 MT- and ST-Shapes <\/td>\n<\/tr>\n
2266<\/td>\nTable 17-7 Rectangular HSS <\/td>\n<\/tr>\n
2270<\/td>\nTable 17-8 Square HSS <\/td>\n<\/tr>\n
2272<\/td>\nTable 17-9 Round HSS and Pipes <\/td>\n<\/tr>\n
2275<\/td>\nMiscellaneous Data
Table 17-10 Wire and Sheet Metal Gages <\/td>\n<\/tr>\n
2276<\/td>\nTable 17-11 Coefficient of Expansion <\/td>\n<\/tr>\n
2277<\/td>\nTable 17-12 Densities of Common Materials <\/td>\n<\/tr>\n
2279<\/td>\nTable 17-13 Weights of Building Materials <\/td>\n<\/tr>\n
2280<\/td>\nTable 17-14 Weights and Measures United States System <\/td>\n<\/tr>\n
2281<\/td>\nSI Units for Structural Steel Design
Table 17-15 Base SI Units for Steel Design
Table 17-16 SI Prefixes for Steel Design
Table 17-17 Derived SI Units for Steel Design
Table 17-18 Summary of SI Conversion Factors <\/td>\n<\/tr>\n
2282<\/td>\nTable 17-19 SI Equivalents of Fractions of an Inch
Table 17-20. SI Bolt Designation
Table 17-21. SI Steel Yield Stresses <\/td>\n<\/tr>\n
2283<\/td>\nTable 17-22. Weights and Measures\u2014International System of Units (SI) <\/td>\n<\/tr>\n
2284<\/td>\nTable 17-23. SI Conversion Factors <\/td>\n<\/tr>\n
2286<\/td>\nGeometric and Trigonometric Data
Table 17-24 Bracing Formulas <\/td>\n<\/tr>\n
2287<\/td>\nTable 17-25 Properties of the Parabola and Ellipse <\/td>\n<\/tr>\n
2288<\/td>\nTable 17-26 Properties of the Circle <\/td>\n<\/tr>\n
2289<\/td>\nTable 17-27 Properties of Geometric Sections <\/td>\n<\/tr>\n
2296<\/td>\nTable 17-28 Trigonometric Formulas <\/td>\n<\/tr>\n
2297<\/td>\nGeneral Nomenclature <\/td>\n<\/tr>\n
2309<\/td>\nIndex <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Steel Construction Manual, 15th Ed.<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2017<\/td>\n2328<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176037,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-176034","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\/176034","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\/176037"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176034"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176034"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176034"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}