aisc design guide 1 - column base plates - 2nd edition
Tài liệu cisco migration_Secure Wireless Design Guide 1.0 docx
... 527-0883 Secure Wireless Design Guide 1.0 Cisco Validated Design I July 11, 2007 Customer Order Number: Text Part Number: OL-13990-01 2-11 Secure Wireless Design Guide 1.0 OL-13990-01 Chapter 2 Cisco ... relationship between Cisco and any other company. (0612R) Secure Wireless Design Guide 1.0 â 2007 Cisco Systems, Inc. All rights reserved. 1-10 Secure...
Ngày tải lên: 09/12/2013, 17:15
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...
Ngày tải lên: 24/10/2014, 17:01
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...
Ngày tải lên: 24/10/2014, 17:01
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...
Ngày tải lên: 24/10/2014, 17:01
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...
Ngày tải lên: 24/10/2014, 17:01
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...
Ngày tải lên: 24/10/2014, 17:01
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...
Ngày tải lên: 24/10/2014, 17:01
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...
Ngày tải lên: 24/10/2014, 17:02
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...
Ngày tải lên: 24/10/2014, 17:02
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...
Ngày tải lên: 24/10/2014, 17:02
aisc design guide 9 - errata - torsional analysis of structural steel members
... 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...
Ngày tải lên: 24/10/2014, 17:02
aisc design guide 9 - torsional analysis of structural steel members
... 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...
Ngày tải lên: 24/10/2014, 17:02
aisc design guide 10 - erection bracing of low-rise structural steel buildings
... 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...
Ngày tải lên: 24/10/2014, 17:02
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 the web doubler plate is: If a complete-joint-penetration gr...
Ngày tải lên: 24/10/2014, 17:03
aisc design guide 13 - stiffening of wide-flange column at moment connections
... 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...
Ngày tải lên: 24/10/2014, 17:03