aisc design guide 16 - flush and extend multiple-row moment end-plate connections

aisc design criteria for bolted and riveted joints

aisc design criteria for bolted and riveted joints

... John W., 193 1Guide to design criteria for bolted and riveted joints. “A Wiley-lnterscience publication.” Bibliography: p. Includes index. 1. Bolted joints. 2. Riveted joints. I. Kulak, Geoffrey. ... to provide background information and criteria that can be used as a guide to the improvement of existing design procedures and specifications for bolted an...

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aisc design guide 1 - column base plates - 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 Ba...

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aisc design guide 2 - errata - steel and composite beams with web openings

aisc design guide 2 - errata - steel and composite beams with web openings

... form than 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...

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aisc design guide 2 - steel and composite beams with web openings

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 co...

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aisc design guide 3 - serviceability design considerations for steel buildings - 2nd edition

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...

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aisc design guide 4 - extended end-plate moment connections - 2nd edition

aisc design guide 4 - extended end-plate moment connections - 2nd edition

... 4 Steel Design Guide Extended End-Plate Moment Connections Seismic and Wind Applications Second Edition cover DG4 revise.qxd 4/ 28/20 04 9:37 AM Page 1 4 Steel Design Guide Extended End-Plate Moment ... (FEMA 2002). DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS SEISMIC AND WIND APPLICATIONS, 2ND EDITION /7 DESIGN GUIDE 4 / EXTEND...

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aisc design guide 5 - low and medium rise steel buildings

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, ... of Stories 10 HT=1 25 20 HT = 250 30 HT = 3 75 Aspect Ratio 5/ 1 7 .5/ 1 10/1 5/ 1 7 .5/ 1 10/1 5/ 1 7 .5/ 1 10/1 Column Stress Floor Bot. ẳ 10.1 8.1 6 .5 8.2 7.4 6.3...

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aisc design guide 6 - load and resistance factor design of w-shapes encased in concrete

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 INTRODUCTION Structural members comprised of steel shapes in combination with ... Steel Design Guide Series Load and Resistance Factor Design of W-Shapes Encased in Concrete â 2003 by American Institute of Steel Con...

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aisc design guide 7 - industrial buildings - roofs to anchor rods - 2nd edition

aisc design guide 7 - industrial buildings - roofs to anchor rods - 2nd edition

... 7 Steel Design Guide Industrial Buildings Roofs to Anchor Rods Second Edition 7 Steel Design Guide Industrial Buildings Roofs to Anchor Rods James M. Fisher Computerized Structural Design, ... 2 or more 15 -0 ″ 17 -8 ″ 4 -9 ″ NOTE: SEE SDI LOAD TABLES FOR ACTUAL DECK CAPACITIES DESIGN GUIDE 7 / INDUSTRIAL BUILDINGS ROOFS TO ANC...

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aisc design guide 8 - partially restrained composite connections

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. Leon Georgia ... in Unbraced Frames 18 3.1 Introduction 18 3.2 Design Procedure for Unbraced Frames 18 PART III: DESIGN EXAMPLE 21 PR-CCs in Braced Frames: N-S Direction 23 PR-CCs in Unbraced Fram...

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aisc design guide 15 - aisc rehabilitation and retrofit guide

aisc design guide 15 - aisc rehabilitation and retrofit guide

... 15 Steel Design Guide Series AISC Rehabilitation and Retrofit Guide A Reference for Historic Shapes and Specifications cover D 815. qxd 3/11/2002 2:00 PM Page 1 15 Steel Design Guide Series AISC ... Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; ã A500 Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; a...

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aisc design guide 15 - errata - aisc rehabilitation and retrofit guide

aisc design guide 15 - errata - aisc rehabilitation and retrofit guide

... Revision and Errata List, March 1, 2003 AISC Design Guide 15: AISC Rehabilitation and Retrofit Guide – A Reference for Historic Shapes and Specifications The following ... Dimensions and Primary Properties Steel Sections 197 1-2 000 Web ThicknessDepth Flange ThicknessWidth Flange 22 Rev. . 5/1/02 E RRATA / DESIGN GUIDE NO. 15: AISC REHABILITATION AND R...

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aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections

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 edit...

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aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections-

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 editoria...

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aisc design guide 16 - flush and extend multiple-row moment end-plate connections

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...

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