{"id":176039,"date":"2024-10-19T10:54:44","date_gmt":"2024-10-19T10:54:44","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-m326-09w-2009\/"},"modified":"2024-10-25T03:08:53","modified_gmt":"2024-10-25T03:08:53","slug":"aisc-m326-09w-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-m326-09w-2009\/","title":{"rendered":"AISC M326 09W 2009"},"content":{"rendered":"

The 3rd Edition Detailing for Steel Construction covers structural steel detailing conventions. It is keyed to ANSI\/AISC 360-05, Specification for Structural Steel Buildings, and ANSI\/AISC 341-05, Seismic Provisions for Structural Steel Buildings. Topics include general fabrication requirements, contract documents, common connection details, basic detailing conventions, project setup and control, erection drawings, shop drawings, bills of materials, and detailing quality control and assurance.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nDETAILING FOR STEEL CONSTRUCTION, THIRD EDITION <\/td>\n<\/tr>\n
4<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
5<\/td>\nPREFACE <\/td>\n<\/tr>\n
7<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 1
THE CONSTRUCTION PROCESS ANDTHE STEEL DETAILER\u2019S ROLE <\/td>\n<\/tr>\n
12<\/td>\nRAW MATERIAL <\/td>\n<\/tr>\n
14<\/td>\nCHARACTERISTICS OF STEEL
PHYSICAL PROPERTIES <\/td>\n<\/tr>\n
15<\/td>\nSPECIFICATIONS FOR STRUCTURAL STEEL <\/td>\n<\/tr>\n
16<\/td>\nSTEEL PRODUCTION
MILL TOLERANCES
CALCULATION OF WEIGHTS <\/td>\n<\/tr>\n
17<\/td>\nBILLS FOR SHIPPING AND INVOICINGFINISHED PARTS
CNC FILES <\/td>\n<\/tr>\n
20<\/td>\nFABRICATING STRUCTURAL STEEL
MATERIAL HANDLING AND CUTTING <\/td>\n<\/tr>\n
21<\/td>\nTEMPLATE MAKING
LAYING OUT
PUNCHING AND DRILLING <\/td>\n<\/tr>\n
22<\/td>\nSTRAIGHTENING, BENDING, ROLLINGAND CAMBERING
FITTING AND REAMING <\/td>\n<\/tr>\n
23<\/td>\nFASTENING METHODS
Bolting
Welding
FINISHING <\/td>\n<\/tr>\n
24<\/td>\nMACHINE SHOP OPERATIONS
CLEANING AND PAINTING
SHIPPING <\/td>\n<\/tr>\n
25<\/td>\nCHAPTER 2
A NEW PROJECT
ESTIMATING <\/td>\n<\/tr>\n
26<\/td>\nCONTRACT BETWEEN THE FABRICATOR ANDTHE CUSTOMER <\/td>\n<\/tr>\n
30<\/td>\nPLANS AND SPECIFICATIONS
DESIGN INFORMATION <\/td>\n<\/tr>\n
31<\/td>\nENGINEERING DESIGN DATA
TYPES OF COLUMNS
COLUMN SCHEDULES <\/td>\n<\/tr>\n
33<\/td>\nDISTRIBUTION OF PLANS AND SPECIFICATIONS
STEEL DETAILING GROUP <\/td>\n<\/tr>\n
35<\/td>\nCONTRACT DOCUMENT ERRORS
DETAILING QUALITY <\/td>\n<\/tr>\n
36<\/td>\nSPECIFICATION AND CODE REQUIREMENTS
OSHA SAFETY REGULATIONS FORSTEEL ERECTION
Scope of the Standard
Definitions
Tripping Hazards
Roof and Floor Holes and Openings <\/td>\n<\/tr>\n
38<\/td>\nColumn Anchor Rods
Minimum Erection Bolts <\/td>\n<\/tr>\n
39<\/td>\nDouble Connections
Column Splice Strength
Column Splice Locations <\/td>\n<\/tr>\n
40<\/td>\nColumn Splice Height at Perimeter Columns\/PerimeterSafety Cable Attachments
Joist Stabilizer Plates at Columns <\/td>\n<\/tr>\n
41<\/td>\nJoists
Systems-Engineered Metal Buildings <\/td>\n<\/tr>\n
43<\/td>\nCHAPTER 3
TYPES OF FASTENERS
ASTM A325 and A490 High-Strength Bolts
ASTM F1852 Twist-Off-Type Tension-Control Bolts andAlternative Design Fasteners
ASTM A307 Bolts
FORCES IN BOLTS <\/td>\n<\/tr>\n
45<\/td>\nShear <\/td>\n<\/tr>\n
47<\/td>\nBearing in Bolted Shear Connections
Edge Distances <\/td>\n<\/tr>\n
48<\/td>\nSnug-Tightened and Pretensioned Bearing Connections <\/td>\n<\/tr>\n
49<\/td>\nSlip-Critical Connections <\/td>\n<\/tr>\n
50<\/td>\nTension Joints
Joints with Fasteners in Combined Shear and Tension
Bearing Connections in Combined Tension and Shear
Slip-Critical Connections in Combined Tension and Shear
BEAM REACTIONS <\/td>\n<\/tr>\n
51<\/td>\nCOMMON BOLTED SHEAR CONNECTIONS
Double-Angle Connections <\/td>\n<\/tr>\n
52<\/td>\nShear End-Plate Connections <\/td>\n<\/tr>\n
53<\/td>\nSeated Beam Connections
Unstiffened Seated Connections <\/td>\n<\/tr>\n
55<\/td>\nStiffened Seated Connections <\/td>\n<\/tr>\n
57<\/td>\nSingle-Plate Connections
Single-Angle Connections <\/td>\n<\/tr>\n
58<\/td>\nTee Connections
FORCES IN WELDS <\/td>\n<\/tr>\n
59<\/td>\nForces in Concentrically Loaded Fillet Welds <\/td>\n<\/tr>\n
61<\/td>\nLimitations on Length and Size of Fillet Welds <\/td>\n<\/tr>\n
63<\/td>\nStrength of Connected Material <\/td>\n<\/tr>\n
65<\/td>\nForces in Complete-Joint-Penetration Groove Welds
Forces in Partial-Joint-Penetration Groove Welds <\/td>\n<\/tr>\n
66<\/td>\nCOMMON WELDED SHEAR CONNECTIONS <\/td>\n<\/tr>\n
67<\/td>\nDouble-Angle Connections
Case I
Case II
Case III <\/td>\n<\/tr>\n
69<\/td>\nDesigns of Double-Angle Connections
Cases I and II
Case III
SEATED BEAM CONNECTIONS
Unstiffened Seated Connections <\/td>\n<\/tr>\n
71<\/td>\nStiffened Seated Connections <\/td>\n<\/tr>\n
72<\/td>\nShear End-Plate Connections
Single-Plate Connections <\/td>\n<\/tr>\n
73<\/td>\nSingle-Angle Connections
Tee Connections
CONNECTIONS COMBINING BOLTSAND WELDS
SELECTING CONNECTIONS
Shear Connections <\/td>\n<\/tr>\n
75<\/td>\nFramed and Seated Connections\u2014Bolted
Framed Connections
SEATED CONNECTIONS
Shop Welded, Field Bolted
Framed and Seated Connections
Framed and Seated Connections\u2014Field Clearances <\/td>\n<\/tr>\n
77<\/td>\nExample 1 <\/td>\n<\/tr>\n
79<\/td>\nExample 2
Example 3 <\/td>\n<\/tr>\n
81<\/td>\nOffset and Skewed Connections
Moment Connections <\/td>\n<\/tr>\n
84<\/td>\nCOLUMN SPLICES <\/td>\n<\/tr>\n
85<\/td>\nBearing on Finished Surfaces <\/td>\n<\/tr>\n
87<\/td>\nHSS COLUMNS
TRUSS CONNECTIONS
Truss Panel Point Connections\u2014Welded Trusses <\/td>\n<\/tr>\n
89<\/td>\nConnection Design
Amount of Weld Required <\/td>\n<\/tr>\n
90<\/td>\nTruss Chord Splices\u2014Welded <\/td>\n<\/tr>\n
92<\/td>\nTop Chord Connection to Column <\/td>\n<\/tr>\n
93<\/td>\nBottom Chord Connection to Column <\/td>\n<\/tr>\n
94<\/td>\nSHIMS AND FILLERS <\/td>\n<\/tr>\n
95<\/td>\nCHAPTER 4
GOOD DETAILING PRACTICES
General Drawing Presentation and Drafting Practices <\/td>\n<\/tr>\n
96<\/td>\nMaterial Identification and Piece Marking
Advance Bills of Material
Shop Bills of Material
Beam and Column Details
Bolting and Welding <\/td>\n<\/tr>\n
98<\/td>\nShop and Field Considerations
Clearance Requirements
TOLERANCES
SYSTEMS OF SHEET NUMBERS AND MARKS <\/td>\n<\/tr>\n
99<\/td>\nSheet Numbers
Shipping and Erection Marks
Assembly Marks
RIGHT- AND LEFT-HAND DETAILS <\/td>\n<\/tr>\n
100<\/td>\nAs-Shown and Opposite-Hand Columns <\/td>\n<\/tr>\n
101<\/td>\nDetails on Right and Left Columns <\/td>\n<\/tr>\n
103<\/td>\nSTEEL DETAILING ECONOMY
BOLTS
Identification
Symbols <\/td>\n<\/tr>\n
105<\/td>\nHoles
Installation
WELDING <\/td>\n<\/tr>\n
106<\/td>\nJOINT PREQUALIFICATION <\/td>\n<\/tr>\n
107<\/td>\nWELDING PROCESSES
Shielded Metal Arc Welding (SMAW)
Submerged Arc Welding (SAW)
Gas Metal Arc Welding (GMAW)
Flux Cored Arc Welding (FCAW)
Electrogas Welding (GMAW-EG) or (FCAW-EG) <\/td>\n<\/tr>\n
109<\/td>\nElectroslag Welding (ESW)
Stud Welding
Resistance Welding
WELDING ELECTRODES <\/td>\n<\/tr>\n
110<\/td>\nWELD TYPES
Fillet Welds
Groove Welds <\/td>\n<\/tr>\n
114<\/td>\nPlug and Slot Welds <\/td>\n<\/tr>\n
115<\/td>\nFillet Welds in Holes and Slots
WELDING POSITIONS <\/td>\n<\/tr>\n
116<\/td>\nECONOMY IN SELECTION OF WELDS
WELDING SYMBOLS
Shop Fillet Welds <\/td>\n<\/tr>\n
123<\/td>\nShop Groove Welds <\/td>\n<\/tr>\n
125<\/td>\nPartial-Joint-Penetration Groove Welds <\/td>\n<\/tr>\n
126<\/td>\nStud Welds <\/td>\n<\/tr>\n
127<\/td>\nShop Plug and Slot Welds
Field Welds
NONDESTRUCTIVE TESTING SYMBOLS <\/td>\n<\/tr>\n
128<\/td>\nOTHER WELDING AND TESTING SYMBOLS
PAINTING <\/td>\n<\/tr>\n
129<\/td>\nGALVANIZING <\/td>\n<\/tr>\n
133<\/td>\nARCHITECTURALLY EXPOSEDSTRUCTURAL STEEL <\/td>\n<\/tr>\n
134<\/td>\nSPECIAL FABRICATED PRODUCTS
OSHA SAFETY REQUIREMENTS AND AVOIDINGUNERECTABLE CONDITIONS <\/td>\n<\/tr>\n
135<\/td>\nCHAPTER 5
PRE-CONSTRUCTION CONFERENCE <\/td>\n<\/tr>\n
136<\/td>\nPROJECT-SPECIFIC CONNECTIONS <\/td>\n<\/tr>\n
137<\/td>\nCOORDINATION WITH OTHER TRADES
ADVANCE BILL FOR ORDERING MATERIAL <\/td>\n<\/tr>\n
140<\/td>\nADVANCE BILL PREPARATION
Columns <\/td>\n<\/tr>\n
141<\/td>\nWelded Girders
Trusses
Beams, Purlins and Girts <\/td>\n<\/tr>\n
142<\/td>\nDetail Material
Pipe
HSS Products
Rails and Accessories
Miscellaneous Items
Rolling and Bending
Architecturally Exposed Structural Steel (AESS) <\/td>\n<\/tr>\n
143<\/td>\nREFERENCES
DETAILING KICK-OFF MEETINGSAMPLE AGENDA <\/td>\n<\/tr>\n
147<\/td>\nCHAPTER 6
ERECTION DRAWINGS <\/td>\n<\/tr>\n
150<\/td>\nGuidelines <\/td>\n<\/tr>\n
151<\/td>\nSpecial Instructions for Mill (Industrial) Buildings
Special Instructions for Tier Buildings
Method of Giving Field Instructions
Bolting
Welding <\/td>\n<\/tr>\n
152<\/td>\nLocating Marks <\/td>\n<\/tr>\n
155<\/td>\nField Alterations
TEMPORARY SUPPORT OF STRUCTURALSTEEL FRAMES <\/td>\n<\/tr>\n
156<\/td>\nERECTION AIDS
Erection Seats
Lifting Lugs <\/td>\n<\/tr>\n
157<\/td>\nColumn Lifting Devices <\/td>\n<\/tr>\n
158<\/td>\nColumn Stability and Alignment Devices
SINGLE-PLATE, SINGLE-ANGLE ANDTEE CONNECTIONS
MATCHMARKING <\/td>\n<\/tr>\n
161<\/td>\nCHAPTER 7
ANCHOR ROD AND EMBEDMENT PLANS ANDASSOCIATED DETAILS
Anchor Rod Plans and Details <\/td>\n<\/tr>\n
174<\/td>\nBase Plates
Anchor Rods <\/td>\n<\/tr>\n
176<\/td>\nGrillage
Embedded Material <\/td>\n<\/tr>\n
178<\/td>\nCOLUMNS
Drawing Arrangement <\/td>\n<\/tr>\n
179<\/td>\nColumn Faces
Sections <\/td>\n<\/tr>\n
180<\/td>\nCombined Details
Column Marking
Column Details\u2014Bolted Construction <\/td>\n<\/tr>\n
184<\/td>\nColumn Details\u2014Welded Construction <\/td>\n<\/tr>\n
185<\/td>\nUnstiffened Seat Details\u2014Bolted <\/td>\n<\/tr>\n
187<\/td>\nStiffened Seat Details <\/td>\n<\/tr>\n
189<\/td>\nBEAMS AND GIRDERS <\/td>\n<\/tr>\n
190<\/td>\nConnection Angle Details <\/td>\n<\/tr>\n
192<\/td>\nBeam Gages
Cutting for Clearance
Dimensioning <\/td>\n<\/tr>\n
194<\/td>\nShipping Marks, Billing and Notes
Typical Framed Beam Details <\/td>\n<\/tr>\n
196<\/td>\nDimensioning to Channel Webs
Use of Extension Dimensions <\/td>\n<\/tr>\n
199<\/td>\nFramed Connections to Columns\u2014Bolted
Seat Details\u2014Bolted <\/td>\n<\/tr>\n
200<\/td>\nTypical Framed Beam Connections\u2014Welded <\/td>\n<\/tr>\n
202<\/td>\nSeat Details\u2014Welded
OTHER TYPES OF CONNECTIONS
Shear End-Plate
Single Plate
Single Angle <\/td>\n<\/tr>\n
203<\/td>\nTee <\/td>\n<\/tr>\n
204<\/td>\nCamber
Wall-Bearing Beams <\/td>\n<\/tr>\n
205<\/td>\nTRUSSES
Types of Construction <\/td>\n<\/tr>\n
206<\/td>\nTYPICAL DETAILING PRACTICE
General Arrangement of Details
Layout and Scales <\/td>\n<\/tr>\n
209<\/td>\nSymmetry and Rotation <\/td>\n<\/tr>\n
210<\/td>\nDimensioning
Camber in Trusses
Bottom Chord Connection to Column <\/td>\n<\/tr>\n
211<\/td>\nStitch Fasteners and Welded Fills <\/td>\n<\/tr>\n
212<\/td>\nBRACING SYSTEMS
Shop-Welded \u2013 Field-Bolted Construction
Truss Bracing <\/td>\n<\/tr>\n
215<\/td>\nPretension (Draw) in Tension Bracing <\/td>\n<\/tr>\n
218<\/td>\nVertical Bracing
Double-Angle Bracing
Knee Brace Connections
Shop-Welded \u2013 Field-Welded Construction <\/td>\n<\/tr>\n
222<\/td>\nShop-Bolted \u2013 Field-Bolted Construction <\/td>\n<\/tr>\n
224<\/td>\nSKEWED, SLOPED AND CANTED FRAMING
BUILT-UP FRAMING
Crane Runway Girders <\/td>\n<\/tr>\n
227<\/td>\nCOLUMNS
Roof Columns\u2014Light Work <\/td>\n<\/tr>\n
228<\/td>\nCrane and Roof Columns <\/td>\n<\/tr>\n
229<\/td>\nROOF AND WALL FRAMING
Purlins <\/td>\n<\/tr>\n
231<\/td>\nEave Struts <\/td>\n<\/tr>\n
232<\/td>\nGirt Framing <\/td>\n<\/tr>\n
234<\/td>\nFIELD BOLT SUMMARY <\/td>\n<\/tr>\n
237<\/td>\nNONSTRUCTURAL STEEL ITEMS <\/td>\n<\/tr>\n
238<\/td>\nDETAILING ERRORS
Dimensional
Bills of Material
Missing Pieces
Clearance for Welding <\/td>\n<\/tr>\n
240<\/td>\nClearance for Bolting
Clearance for Field Work <\/td>\n<\/tr>\n
243<\/td>\nOther Detailing Errors <\/td>\n<\/tr>\n
245<\/td>\nCHAPTER 8
CHECKING <\/td>\n<\/tr>\n
246<\/td>\nBACK-CHECKING
APPROVAL OF DRAWINGS
FIT CHECK <\/td>\n<\/tr>\n
247<\/td>\nMAINTENANCE OF RECORDS
Contract Document Control\/Revisions <\/td>\n<\/tr>\n
250<\/td>\nShop and Field Document Control\/Revisions <\/td>\n<\/tr>\n
253<\/td>\nREFERENCES <\/td>\n<\/tr>\n
255<\/td>\nAPPENDIX A <\/td>\n<\/tr>\n
284<\/td>\nAPPENDIX B
DEFINITIONS
Structure
MEMBERS
Tension Members <\/td>\n<\/tr>\n
285<\/td>\nCompression Members
Bending Members <\/td>\n<\/tr>\n
289<\/td>\nLOADS (CLASSIFIED BY ORIGIN)
Dead Load
Live Load <\/td>\n<\/tr>\n
291<\/td>\nOther Loads
LOADS (CLASSIFIED BY TYPE)
EQUILIBRIUM <\/td>\n<\/tr>\n
293<\/td>\nINTERNAL FORCES
Trusses
Beams <\/td>\n<\/tr>\n
299<\/td>\nSTRESSES <\/td>\n<\/tr>\n
301<\/td>\nENGINEERING PROPERTIES OF STEEL <\/td>\n<\/tr>\n
302<\/td>\nLOAD AND RESISTANCE FACTOR DESIGN: LRFD <\/td>\n<\/tr>\n
306<\/td>\nREFERENCE <\/td>\n<\/tr>\n
308<\/td>\nAPPENDIX C
DIRECT BENEFITS OF INFORMATION SHARING
DATA FORMAT <\/td>\n<\/tr>\n
309<\/td>\nSCALE
QUALITY CONTROL
WHERE WE ARE TODAY <\/td>\n<\/tr>\n
310<\/td>\nAPPENDIX D <\/td>\n<\/tr>\n
316<\/td>\nGLOSSARY <\/td>\n<\/tr>\n
332<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Detailing for Steel Construction, 3rd 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>\n2009<\/td>\n355<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176042,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-176039","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\/176039","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\/176042"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176039"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176039"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176039"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}