aisc design guide 4 - extended end-plate moment connections - 2nd edition
aisc design guide 1 - column base plates - 2nd edition
... details.Figure 1. 1. Column base connection components. DESIGN GUIDE 1, 2ND EDITION / BASE PLATE AND ANCHOR ROD DESIGN / 1 2 / DESIGN GUIDE 1, 2ND EDITION / BASE PLATE AND ANCHOR ROD DESIGN The vast ... 12 3.0 DESIGN OF COLUMN BASE PLATE CONNECTIONS 13 3 .1 Concentric Compressive Axial Loads 14 3 .1. 1 Concrete Bearing Limit 14 3 .1. 2 Base Plate Yielding Limit (W-Shapes) 15 3 .1. 3 Base Plate Yielding ... Position 10 2 .11 .2 Anchor Rods Bent or Not Vertical 10 2 .11 .3 Anchor Rod Projection Too Long or Too Short 10 2 .11 .4 Anchor Rod Pattern Rotated 90° 12 2 .12 Details for Seismic Design D 12 3.0 DESIGN...
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aisc design guide 2 - errata - steel and composite beams with web openings
... formthan Eq. 5 -2 1 .(5 -2 7 )in which are as previously defined. For non- composite tees without reinforcement, Eq. 5 -2 7 takes a sim-pler form.(5 -2 8 )Equations 5 -2 7 and 5 -2 8 are identical with those ... are illustrated in Fig. 5 .2. Figures 5 .2( a) and 5 .2( b) illus-trate steel beams, while Figs. 5 .2( c) and 5 .2( d) illustrate com-pbsite beams with solid slabs.High moment-shear ratioThe behavior ... Revision and Errata List, March 1, 20 03 AISC Design Guide 2: Steel and Composite Beams with Web Openings The following editorial corrections have been...
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aisc design guide 2 - steel and composite beams with web openings
... Steel Design Guide Series Steel and Composite Beams with Web Openings Steel Design Guide Series Steel and Composite Beams with Web Openings Design of Steel and Composite Beams with Web Openings David ... with unreinforced openings, steel beams with reinforced openings, composite beams with unreinforced openings, and compos-ite beams with reinforced openings, respectively. Table 4.5summarizes proportioning and ... below.( 3-1 3)( 3-1 5a)( 3-1 5b)( 3-1 5c)( 3-1 6)( 3-1 7)( 3-1 8a)( 3-1 8b)for ribbed slabs with transverse ribsFor the top tee, if use Fig. A.3 or Eq. 3-1 9 to obtain and replace Eq. 3-1 5c with Eq. 3 -2 0 , with ( 3-1 9)(3 -2 0 )For all...
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aisc design guide 3 - serviceability design considerations for steel buildings - 2nd edition
... roof. DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS /11 DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS / 13 The design ... 3 Steel Design Guide Serviceability Design Considerations Second Edition for Steel Buildings cover DG3 revise.qxd 4/27/2004 8:58 AM Page 3 3 Steel Design Guide Serviceability Design Considerations MICHAEL ... 2004vPrefaceAcknowledgementsThis Design Guide is the second edition of AISC Design Guide 3, which was originally titled Serviceability Design Considerations for Low-Rise Buildings. The new title Ser-viceability Design Considerations...
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aisc design guide 4 - extended end-plate moment connections - 2nd edition
... 4 Steel Design Guide Extended End-Plate Moment Connections Seismic and Wind ApplicationsSecond Edition cover DG4 revise.qxd 4/ 28/20 04 9:37 AM Page 1 4 Steel Design Guide Extended End-Plate Moment ... (FEMA2002). DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS SEISMIC AND WIND APPLICATIONS, 2ND EDITION /7 DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS SEISMIC AND WIND APPLICATIONS, 2ND ... 233 .4 Limitations 24 4. Design Examples 31 4. 1 Scope 31 4. 2 Four Bolt Unstiffened Extended (4E) End-Plate Connection 31 4. 3 Four Bolt Stiffened Extended (4ES) End-Plate Connection 41 4. 4 Eight...
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aisc design guide 5 - low and medium rise steel buildings
... Steel Design Guide Series Low- and Medium- Rise Steel Buildings Low- and Medium- Rise Steel Buildings Design Guide for Low- and Medium- Rise Steel Buildings Horatio Allison, ... ofStories10HT=1 25 20HT = 250 30HT = 3 75 AspectRatio 5/ 17 .5/ 110/1 5/ 17 .5/ 110/1 5/ 17 .5/ 110/1Column StressFloorBot. ẳ10.18.16 .5 8.27.46.36.86.64.62nd ẳ8.97.1 5. 77.26.8 5. 5 5. 9 5. 84.03rd ... reproduced in any form without permission of the publisher. DESIGN OF LOW- AND MEDIUM- RISE STEEL BUILDINGS BASIC DESIGN RULES FOR ECONOMYA few basic design rules for economy will be presentedherein....
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aisc design guide 6 - load and resistance factor design of w-shapes encased in concrete
... reproduced in any form without permission of the publisher. LOAD AND RESISTANCE FACTOR DESIGN OF W-SHAPES ENCASED IN CONCRETE INTRODUCTIONStructural members comprised of steel shapes in combinationwith ... Steel Design Guide Series Load and Resistance Factor Design of W-Shapes Encased in Concrete â 2003 by American Institute of Steel Construction, Inc. All rights reserved.This ... direction of b. The y-yaxis is always the weak axis of the steel column and is in thedirection of h. The table covers square and rectangular sizesvarying from 16 inches to 36 inches in four-inch increments.Fig....
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aisc design guide 8 - partially restrained composite connections
... Steel Design Guide Series Partially Restrained Composite Connections Steel Design Guide Series Partially Restrained Composite Connections A Design Guide Roberto T. LeonGeorgia ... inUnbraced Frames 18 3.1 Introduction 18 3.2 Design Procedure for Unbraced Frames 18 PART III: DESIGN EXAMPLE 21PR-CCs in Braced Frames: N-S Direction 23PR-CCs in Unbraced Frames: E-W Direction 27PART ... frames with partially restrained composite connections (PR-CCs). The design procedures and examples in this guide represent arefinement of the work presented by Ammerman and Leon7' 8 and...
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aisc design guide 12 - errata - modification of existing welded steel moment frame connections fo
... Revision and Errata List, March 1, 2003 AISC Design Guide 12: Modification of Existing Welded Frame Connections for Seismic Resistance The following editorial corrections ... Additional Design Considerations. 465.3 Design Example. 466. Design of Welded Haunch Modification. 496.1 Recommended Design Procedure 496.1.1 Structural Behavior and Design Considerations. 496.1.2 ... Ratio 334.4 Connection Modification PerformanceObjectives. . . . . . . . . . . . . . . . . . . . . . . 355. Design of Reduced Beam Section Modification. 375.1 Recommended Design Provisions. 375.1.1...
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aisc design guide 12 - modification of existing welded steel moment frame connections for seismic
... Steel Design Guide Series Modification of Existing Welded Steel Moment Frame Connections for Seismic Resistance Modification of Existing Welded Steel Moment Frame Connections for Seismic ... above for modifica-tion of welded steel moment frames, this Design Guide deals only with the last, i.e., methods to modify ex-isting pre-Northridge connections for improved seismic performance. ... perfor-mance of pre-Northridge welded moment connections anda number of possibilities are presented in Interim Guide- lines: Evaluation, Repair, Modification and Design of Steel Moment Frames, FEMA...
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aisc design guide 13 - errata - stiffening of wide-flange column at moment connections
... Revision and Errata List, March 1, 2003 AISC Design Guide 13: Stiffening of Wide-Flange Columns At Moment Connections: Wind and Seismic Applications The following editorial ... than the plate thick-ness, as illustrated in Figure 4-1 3c, the minimum fillet-weld size to develop the required effective throat in theweb doubler plate is:If a complete-joint-penetration groove ... modification to thefollowing AWS prequalified weld joint designations:(a) C-L1a or C-L1a-GF for web doubler plates thatmeet the thickness limitation ( ) andplate edges cut square(b) TC-U4a...
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aisc design guide 13 - stiffening of wide-flange column at moment connections
... theweb doubler plate.A floor-to-floor height of 14 ft has been used in this tabulation.Table 3.1Estimated Cost of Various Column Stiffening Details (as illustrated in Figure 3-1 ) 13 21651611 ... d ubler plate(s) nly is il- preferable in the maj rity f cases alth ugh partial-j int-lustrated. In Figures 4-4 , 4-5 , and 4-6 , c lumns with b th penetrati n r c mplete-j int-penetrati n gr ve ... the panel-z ne given in Equati ns 2. 2-5 given in Equati n 2. 2-8 is determined fr m LRFD Speci-and 2. 2-6 is determined fr m AISC Seismic Pr visi nsficati n Equati n K1.1 with c nsiderati n f the...
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aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections
... 3-2 through 3-5 for the flush end-plate connections and Ta-bles 4-2 through 4-6 for the extended end-plate connec-tions. The design steps are:1.) Determine the required plate thickness,( 2-9 )Note: ... Revision and Errata List, March 1, 2003 AISC Design Guide 16: Flush and Extended Multiple-Row Moment End-Plate Connections The following editorial corrections ... controlled by end-plate yielding) 4.2.5 Multiple Row Extended Stiffened 1/3 Moment End-Plate Connection (Table 4-6 ) The required end-plate thickness and bolt diameter for an end-plate connection...
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aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections-
... 3-2 through 3-5 for the flush end-plate connections and Ta-bles 4-2 through 4-6 for the extended end-plate connec-tions. The design steps are:1.) Determine the required plate thickness,( 2-9 )Note: ... Revision and Errata List, March 1, 2003 AISC Design Guide 16: Flush and Extended Multiple-Row Moment End-Plate Connections The following editorial corrections ... controlled by end-plate yielding) 4.2.5 Multiple Row Extended Stiffened 1/3 Moment End-Plate Connection (Table 4-6 ) The required end-plate thickness and bolt diameter for an end-plate connection...
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aisc design guide 16 - flush and extend multiple-row moment end-plate connections
... 3.2 Design Examples 22 3.2.1 Two-Bolt Flush Unstiffened Moment End-Plate Connection 22 3.2.2 Four-Bolt Flush Unstiffened Moment End-Plate Connection 23 3.2.3 Four-Bolt Flush Stiffened Moment ... plates and panel zone doubler plates) design is not included in this Design Guide. AISC Design Guide No. 4 - Extended End-Plate Moment Connections (Murray 1990) contains column stiffening design ... and 1-3 b show unstiffened flush end-plate connec-tions with two and four bolts near the tension flange. Fig-ures 1-3 c and 1-3 d show stiffened flush end-plate connec-tions with four bolts near...
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