aisc design guide 13 - stiffening of wide-flange column at moment connections

... 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...

Ngày tải lên: 24/10/2014, 17:01

... 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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... 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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... 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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... 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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... Revision and Errata List, March 1, 2003 AISC Design Guide 9: Torsional Analysis of Structural Steel Members The following editorial corrections have been made in the First Printing, 199 7. To facilitate ... shear center of the member. However, in some instances, this may not always be possible. AISC ( 199 4) offers several sugges- tions for eliminating torsion; see...

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... Steel Design Guide Series Torsional Analysis of Structural Steel Members Steel Design Guide Series Torsional Analysis of Structural Steel Members Paul A. Seaburg, PhD, PE Head, Department of ... single-angle members, the provisions of the AISC Specification for LRFD of Single-Angle Members and Specification for ASD of Sin- gle-Angle Members a...

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... Steel Design Guide Series Erection Bracing of Low-Rise Structural Steel Buildings Steel Design Guide Series Erection Bracing of Low-Rise Structured Steel Buildings James M. ... thereof must not be reproduced in any form without permission of the publisher. TABLE OF CONTENTS ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 1. INTROD...

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... Revision and Errata List, March 1, 2003 AISC Design Guide 10: Erection Bracing of Low-Rise Structural Steel Buildings The following editorial corrections ... force. A check of PA effects is not necessary for permanent di- agonal bracing used as part of the temporary bracing scheme. Lastly, the column on the compression side of the diago- nally braced ... conn...

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... 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. 46 5.3 Design Example. 46 6. Design of Welded Haunch Modification. 49 6.1 Recommended Design Procedure 49 6.1.1 Structural Behavior and Design Consid...

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... Steel Design Guide Series Modification of Existin g 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-Northr...

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... 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 the web doubler plate is: If a complete-joint-penetration gr...

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... the web doubler plate. A floor-to-floor height of 14 ft has been used in this tabulation. Table 3.1 Estimated Cost of Various Column Stiffening Details (as illustrated in Figure 3-1 ) 13 216 5 16 11 ... 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 in...

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... 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...

Ngày tải lên: 24/10/2014, 17:04

... ãđãạằằơ Đ ơằơ đ ơằ - òĐằ àãạ - ơá - ãđơã ô - ãắããơĐ đ - ạ đ - ẵá - ũ íôơã - ắằ ằăằđẵ - ẳ âáằ đằĐãạ ô ơáằđ - ẵããẵơ - ẳ ẵẳ - ẳằêằằẳ ắĐ ơáằđ ắẳã - ẳ ãẵđđơằẳ ắĐ đằằđằẵằ áằđằã - ẵằ - ẵá ơằđã Đ ắằ ... òằđÃẵ - Ãơôơằ ơằằ - đôẵơÃụ ìẵũ ò đÃạá - đ - đêằẳũ èá - ôắÃẵơà đ Đ đơ ơáằđằ - ơ ắằ đằđẳôẵằẳ Ã Đ đ âÃơáôơ ằđà à ơáằ ôắ - ằđũ Ãđằ ẻ - - ẵằ ơđ...

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