design steel aisc 360 05

Machine design, tập 84, số 05, 2012

Machine design, tập 84, số 05, 2012
... information on the products and services found in the pages of MACHINE DESIGN www.machinedesign.com/rsc MACHINE DESIGN.com APRIL 5, 2012 MACHINE DESIGN.com 45 AC TC-Frame      ... MACHINE DESIGN.com APRIL 5, 2012 Internal hex socket For another article on clever shock absorbers scan this code or go to: http://machinedesign.com/ article/shock-absorbersfor-glass-moldingmachines-1103 ... other countries: one year, $99; two years, $149 APRIL 5, 2012 POSTMASTER: Send change of address notice to Customer Service, MACHINE DESIGN, P.O Box 2100, Skokie, IL 60076-7800 N Nano Super...
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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
... defined For noncomposite tees without reinforcement, Eq 5 -2 7 takes a simpler form (5 -2 8 ) Equations 5 -2 7 and 5 -2 8 are identical with those used by Redwood and Poumbouras (1984) and by Darwin and Donahey ... Michael, "Composite Beams with Web Openings, Design, " ASCE Journal of the Structural Division 108:No.ST 12 (December 19 82) : 26 5 2- 67 Dougherty, Brian K., "Elastic Deformation of Beams with Web Openings, " ... = 0.90 for steel beams and 0.85 for composite beams In addition to the requirements in Eqs 3-3 7 and 3-3 8, openings in composite beams should be spaced so that ( 3-3 9a) = cross-sectional area...
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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
... equations and design aids that apply to steel beams with unreinforced openings, steel beams with reinforced openings, composite beams with unreinforced openings, and composite beams with reinforced openings, ... Steel Design Guide Series Steel and Composite Beams with Web Openings Design of Steel and Composite Beams with Web Openings David Darwin Professor of Civil ... ribbed slabs with transverse ribs For 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 cases check: (3 -2 1 ) ( 3- 12) Check moment-shear interaction:...
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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
... of steel elevations across a floor It is common in mid- and high-rise construc- DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS / 23 tion to obtain an as-erected ... This 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 Serviceability Design Considerations ... Engineers, 1991 34 / DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS Specification for the Design, Fabrication and Erection of Structural Steel Buildings with...
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aisc design guide 5 - low and medium rise steel buildings

aisc design guide 5 - low and medium rise steel buildings
... BRACP1 5 5 5 5 707 FL(I) 10 10 10 10 10 10 10 10 10 10 10 10 1 25 7.07 20 30 40 250 3 75 15 10 15 14.14 21.21 50 0 6 25 750 8 75 30 20 25 28.28 42.43 1 05 30 35 1,000 1,1 25 1, 250 140 180 2 25 40 45 50 50 ... Steel Design Guide Series Low- and Medium- Rise Steel Buildings Design Guide for Low- and Medium- Rise Steel Buildings Horatio Allison, PE Consulting Engineer ... Y2 = 5. 5, d/2 3 15. 1 3 15. 1 3 15. 1 - a/2 5. 5 5. 5 5. 5 Wt 25. 2 23.3 21.7 (Req'd) = 236 .5 From pg 4-2 3 LRFD Manual (see next page), for Selection is satisfactory For ¾-in dia headed stud with = 3 .5 ksi...
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aisc design guide 9 - errata - torsional analysis of structural steel members

aisc design guide 9 - errata - torsional analysis of structural steel members
... always be possible AISC ( 199 4) offers several suggestions for eliminating torsion; see pages 2-4 0 through 2-4 2 For example, rigid facade elements spanning between floors (the weight of which would ... may be designed with diagonal steel "kickers," as shown in Figure 2.4, to provide the lateral forces In either case, this eliminates torsional loading of the spandrel beam or girder Also, torsional ... eliminate the torsional effect; refer to Salmon and Johnson ( 199 0) When torsion must be resisted by the member directly, its effect may be reduced through consideration of intermediate torsional...
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aisc design guide 9 - torsional analysis of structural steel members

aisc design guide 9 - torsional analysis of structural steel members
... from 90 kip-in to 8.1 kip-in The column must be designed for an axial load of 15 kips plus an end-moment of 81 .9 kip-in The beam must be designed for the torsional moment of 8.1 kip-in., the 15-kip ... appropriate The design of curved members is beyond the scope of this publication; refer to AISC ( 198 6), Liew et al ( 199 5), Nakai and Heins ( 197 7), Tung and Fountain ( 197 0), Chapter of Young ( 198 9), Galambos ... background of much of the information in this design guide members, the provisions of the AISC Specification for LRFD of Single-Angle Members and Specification for ASD of Single-Angle Members are...
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aisc design guide 10 - erection bracing of low-rise structural steel buildings

aisc design guide 10 - erection bracing of low-rise structural steel buildings
... Steel Design Guide Series Erection Bracing of Low-Rise Structured Steel Buildings James M Fisher, PhD, P E and Michael A West, P E Computerized Structural Design Milwaukee, ... permission of the publisher TABLE OF CONTENTS ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 4.3 INTRODUCTION 1.1 1.2 1.3 1.4 Types of Systems Current State of the ... any, the weight of soil overburden, if any, and the length of Pier 1 '-4 " x 1 '-4 " with - #6 Vert, and #3 Ties @ 12" o/c Footing 6 '-0 " x 6 '-0 " x l '-3 " © 2003 by American Institute of Steel Construction,...
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aisc design guide 10 - errata - erection bracing of low-rise structural steel buildings

aisc design guide 10 - errata - erection bracing of low-rise structural steel buildings
... than the bracing force of 38 kips for which the permanent bracing is designed One bolt in each angle is adequate to resist the temporary bracing force in the diagonal The permanent bracing connections ... LRFD Manual of Steel Construction, Volume II (14) and [ASD] Manual of Steel Construction, "Volume II – Connections" (13) 4.6 Diaphragms Roof or floor deck can be used during the erection process ... sidelap connections Because of the number of variables that can occur with deck diaphragms in practice, no general guidelines are presented here The designer of the temporary bracing system is simply...
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aisc design guide 12 - errata - modification of existing welded steel moment frame connections fo

aisc design guide 12 - errata - modification of existing welded steel moment frame connections fo
... 4.3.3 Column-Beam Moment Ratio 4.4 Connection Modification Performance Objectives 4.5 Selection of Modification Method Design of Reduced Beam Section Modification ... Additional Design Considerations 5.3 Design Example 29 30 30 32 32 33 33 35 36 37 37 37 37 42 43 46 46 Design of Welded Haunch Modification 6.1 Recommended Design Procedure ... 24 27 Design Basis For Connection Modification 4.1 Material Strength 4.2 Critical Plastic Section 4.3 Design Forces 4.3.1 Plastic Moment...
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aisc design guide 12 - modification of existing welded steel moment frame connections for seismic

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 John L Gross National Institute of Standard and Technology ... the seismic performance of pre-Northridge welded moment connections and a number of possibilities are presented in Interim Guidelines: Evaluation, Repair, Modification and Design of Steel Moment ... Interim Guidelines (FEMA 1995) and is not covered here 1.4 Objective of Design Guide A variety of approaches are possible to achieve improved seismic performance of existing welded steel moment frames...
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aisc design guide 18 - steel-framed open-deck parking structures

aisc design guide 18 - steel-framed open-deck parking structures
... Deck—Configuration DESIGN GUIDE 18 / STEEL-FRAMED OPEN-DECK PARKING STRUCTURES / 35 Fig 3-4 Typical Joint Pattern 36 / DESIGN GUIDE 18 / STEEL-FRAMED OPEN-DECK PARKING STRUCTURES Fig 3-5 Cross-Section ... Construction Fig 3-1 4 Shoring Between Floors 44 / DESIGN GUIDE 18 / STEEL-FRAMED OPEN-DECK PARKING STRUCTURES Fig 3-1 5 Typical Connection DESIGN GUIDE 18 / STEEL-FRAMED OPEN-DECK PARKING STRUCTURES ... 42 / DESIGN GUIDE 18 / STEEL-FRAMED OPEN-DECK PARKING STRUCTURES Fig 3-1 2 Effect of Post-Tensioning Forces DESIGN GUIDE 18 / STEEL-FRAMED OPEN-DECK PARKING STRUCTURES / 43 Fig 3-1 3 Slab Support...
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aisc design guide 19 - fire resistance of structural steel framing

aisc design guide 19 - fire resistance of structural steel framing
... 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 ẳããằẳ đ ằẳằẳ đ ơãằ ơãằ - - ôằơ ơáằ ... - ãơằẳằẳ - đằđ - ơơã đ âđđơĐ ơáằ ơáằ òằđãẵ - ãơôơằ ơằằ - đôẵơã đ Đ ơáằđ ằ - ằẳ áằđằãụ ơáơ ơá - ãđơã - - ãơú ắằ đ Đ ạằằđ đ đơãẵôđ - đ đằằẳ đ ãđãạằằơ Đ ơằơ đ ơằ - òĐằ àãạ - ơá - ... steel- framed structures [5] American Iron and Steel Institute (AISI) (197 9), Fire- Safe Structural Steel, A Design Guide, Washington, D.C [6] American Iron and Steel Institute (AISI) (198 4), Designing...
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Tài liệu Steel Frame Design Manual doc

Tài liệu Steel Frame Design Manual doc
... the AISC 360-05/IBC 2006 Steel Frame Design 1-6 Design Algorithms 2.1 Check and Design Capability 2-1 2.2 Design and Check Stations 2-2 2.3 Demand/Capacity Ratios 2-3 2.4 Design Load Combinations ... 4-39 Design Output 5.1 Graphical Display of Design Information 5-2 5.2 Tabular Display of Design Information 5-5 5.3 Detailed Display of Member Specific Information 5-9 iii Steel Frame Design Manual ... Output Design Information 5-14 5.5 Error Messages and Warnings 5-16 Appendix A Supported Design Codes Appendix B P-Delta Effects Appendix C Steel Frame Design Preferences Appendix D Frame Design...
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