AISC-DesignExamples-V13.pdf

DESIGN EXAMPLES Version 13.0 AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 Copyright © 2005 by American Institute of Steel Construction, Inc. All rights reserved. This CD-ROM or any part thereof must not be reproduced in any form without the written permission of the publisher. The information presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be used or relied upon for any specifi c application without competent professional examination and verifi cation of its accuracy, suitability, and applicability by a licensed professional engineer, designer, or architect. The publication of the material contained herein is not intended as a representation or warranty on the part of the American Institute of Steel Construction or of any other person named herein, that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability arising from such use. Caution must be exercised when relying upon other specifi cations and codes developed by other bodies and incorporated by reference herein since such material may be modifi ed or amended from time to time subsequent to the printing of this edition. The Institute bears no responsibility for such material other than to refer to it and incorporate it by reference at the time of the initial publication of this edition. Printed in the United States of America 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 i.-1. PREFACE The AISC Design Examples CD provides examples on the application of the 2005 AISC Specification for Structural Steel Buildings (ANSI/AISC 360-05) and the AISC Steel Construction Manual, 13 th Edition. The examples found herein illustrate how the Specification and Manual can be used to determine solutions to common engineering problems efficiently, and outline the background to many of the tabulated values found in the Manual. The design examples on this CD do not represent a stand-alone document. They are intended to be used in conjunction with the Specification, its Commentary, and the Manual. Part I of these examples is organized to correspond with the organization of the Specification and the Chapters are referred to by their corresponding letter reference from the Specification. Part II is devoted primarily to connection examples that draw on the tables from the Manual, recommended design procedures, and the breadth of the Specification. The chapters of Part II are labeled II-A, II-B, II-C, etc. Part III addresses aspects of design that are linked to the performance of a building as a whole. This includes coverage of lateral stability and second order analysis, illustrated through a four-story braced-frame and moment- frame building. The Design Examples are arranged with LRFD and ASD designs presented side by side, for consistency with the Manual. Design with ASD and LRFD are based on the same nominal strength for each element so that the only difference between the approaches is which set of load combinations from ASCE 7 are used for design and whether the resistance factor for LRFD or the safety factor for ASD should be used. CONVENTIONS The following conventions are used throughout these examples: 1. The 2005 AISC Specification for Structural Steel Buildings is referred to as the Specification and the AISC Steel Construction Manual, 13 th Edition, is referred to as the Manual. 2. The source of equations or tabulated values taken from the Specification or Manual is noted along the right- hand edge of the page. 3. When the design process differs between LRFD and ASD, the designs equations are presented side-by-side. This rarely occurs, except when the resistance factor, , and the safety factor, , are applied. 4. The results of design equations are presented to 3 significant figures throughout these calculations. ACKNOWLEDGEMENTS The AISC Committee on Manuals and Textbooks gratefully acknowledges the contributions of the primary author, Charles R. Page, P.E., and the following individuals who assisted in the development of this document: George Batcha J. Brown Jon Dean Douglas Ferrell James Fisher Louis F. Geschwindner, Jr. Tom Getschman Andrew Gilmore Jesse Hamilton David Hawes Darren Hayward Steve Herlache Richard C. Kaehler Stanley Lawson Kregan Liang Larry S. Muir Erin Mulcahy Carie Randle John Rolfes David Rutledge Lee Svanda Eric Yanovich 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 i.-2. The Committee also gratefully acknowledges the contributions of the following individuals who provided technical reviews of this document. Carlos Aguirre Duane Becker Hans-Erik Blomgren Reidar Bjorhovde Wai-Fah Chen Gregory Deierlein Ryan D. Dick Cynthia J. Duncan Carol Drucker Michael Kemfert Kevin LeSmith Stanley Lindsey Steven Fenves Theodore Galambos Thomas Getschman Jerome F. Hajjar Johanna Hingle Roberto Leon William Liddy Owen Kohashi Darin Riggleman David Samuelson William Segui W. Lee Shoemaker Raymond Tide Cenk Tort Thomas J. Schlafly Chia-Ming Uang Donald White 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 ii-1 TABLE OF CONTENTS PART I. EXAMPLES BASED ON THE AISC SPECIFICATION CHAPTER A GENERAL PROVISIONS CHAPTER B DESIGN REQUIREMENTS CHAPTER C STABILITY ANALYSIS AND DESIGN CHAPTER D DESIGN OF MEMBERS FOR TENSION Example D.1 W-Shape Tension Member D-2 Example D.2 Single-Angle Tension Member D-4 Example D.3 WT-Shape Tension Member D-6 Example D.4 Rectangular HSS Tension Member .D-8 Example D.5 Round HSS Tension Member .D-10 Example D.6 Double-Angle Tension Member D-12 Example D.7 Pin-Connected Tension Member D-14 Example D.8 Eyebar Tension Member D-16 Example D.9 Find Ae of a Plate with Staggered Bolts D-18 CHAPTER E DESIGN OF MEMBERS FOR COMPRESSION Example E.1a W-Shape Column Design with Pinned Ends E-4 Example E.1b W-Shape Column Design with Intermediate Bracing E-6 Example E.1c W-Shape Available Strength Calculation E-8 Example E.1d W-Shape Available Strength Calculation E-9 Example E.2 Built-up Column with a Slender Web E-10 Example E.3 Built-up Column with Slender Flanges E-14 Example E.4a W-Shape Compression Member (Moment Frame) E-18 Example E.4b W-Shape Compression Member (Moment Frame) E-21 Example E.5 Double Angle Compression Member without Slender Elements .E-22 Example E.6 Double Angle Compression Member with Slender Elements E-26 Example E.7 Design of a WT Compression Member without Slender Elements E-31 Example E.8 Design of a WT Compression Member with Slender Elements .E-34 Example E.9 Design of a Rectangular HSS Compression Member without Slender Elements .E-37 Example E.10 Design of a Rectangular HSS Compression Member with Slender Elements E-39 Example E.11 Design of a Pipe Compression Member .E-42 Example E.12 Built-up I-Shaped Member with Different Flange Sizes E-44 CHAPTER F DESIGN OF MEMBERS FOR FLEXURE Example F.1-1a W-Shape Flexural Member Design in Strong-Axis Bending, Continuously Braced .F-6 Example F.1-1b W-Shape Flexural Member Design in Strong-Axis Bending, Continuously Braced. F-7 Example F.1-2a W-Shape Flexural Member Design in Strong-Axis Bending, Braced at Third Points .F-8 Example F.1-2b W-Shape Flexural Member Design in Strong-Axis Bending, Braced at Third Points. F-9 Example F.1-3a W-Shape Flexural Member design in Strong-Axis Bending, Braced at Midspan F-11 Example F.1-3b W-Shape Flexural Member Design in Strong-Axis Bending, Braced at Midspan. F-13 Example F.2-1a Compact Channel Flexural Member, Continuously Braced. F-15 Example F.2-1b Compact Channel Flexural Member, Continuously Braced .F-16 Example F.2-2a Compact Channel Flexural Member with Bracing at Ends and Fifth Points .F-17 Example F.2-2b Compact Channel Flexural Member with Bracing at End and Fifth Points .F-18 Example F.3a W-Shape Flexural Member with Noncompact Flanges in Strong-Axis Bending F-20 Example F.3b W-Shape Flexural Member with Noncompact Flanges in Strong-Axis Bending F-22 Example F.4 W-shape Flexural Member, Selection by Moment of Inertia for Strong-Axis Bending F-23 Example F.5 I-shaped Flexural Member in Minor-Axis Bending .F-25 Example F.6 HSS Flexural Member with Compact Flange .F-27 Example F.7a HSS Flexural Member with Noncompact Flange .F-28 Example F.7b HSS Flexural Member with Noncompact Flanges F-30 Example F.8a HSS Flexural Member with Slender Flanges F-32 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 ii-2 Example F.8b HSS Flexural Member with Slender Flanges F-33 Example F.9a Pipe Flexural Member F-35 Example F.9b Pipe Flexural Member F-36 Example F.10 WT Shape Flexural Member F-37 Example F.11 Single Angle Flexural Member F-39 Example F.12 Rectangular Bar in Strong-Axis Bending .F-41 Example F.13 Round Bar in Bending F-43 Example F.14 Non-Symmetrical Z-shape in Strong-Axis Bending F-45 CHAPTER G DESIGN OF MEMBERS FOR SHEAR Example G.1a W-Shape in Strong-Axis Shear G-3 Example G.1b W-Shape in Strong-Axis Shear G-4 Example G.2a C-Shape in Strong-Axis Shear .G-5 Example G.2b C-Shape in Strong-Axis Shear .G-6 Example G.3 Angle in Shear G-7 Example G.4 Rectangular HSS in Shear .G-8 Example G.5 Round HSS in Shear G-9 Example G.6 Doubly-Symmetric Shape in Weak-Axis Shear .G-11 Example G.7 Singly-Symmetric Shape in Weak-Axis Shear G-12 Example G.8a Built-up Plate Girder with Transverse Stiffeners .G-13 Example G.8b Built-up Plate Girder with Transverse Stiffeners .G-17 CHAPTER H DESIGN OF MEMBERS FOR COMBINED FORCES AND TORSION Example H.1a W-shape Subjected to Combined Compression and Bending About Both Axes (braced frame) .H-2 Example H.1b W-shape Column Subjected to Combined Compression and Bending Moment About Both Axes (braced frame)H-3 Example H.2 W-Shape Column Subjected to Combined Compression and Bending Moment About Both Axes (by Specification Section H2) .H-4 Example H.3 W-Shape Subject to Combined Axial Tension and Flexure. H-6 Example H.4 W-Shape Subject to Combined Axial Compression and Flexure .H-9 Example H.5a Rectangular HSS Torsional Strength H-12 Example H.5b Round HSS Torsional Strength .H-13 Example H.5c HSS Combined Torsional and Flexural Strength H-14 Example H.6 W-Shape Torsional Strength H-17 CHAPTER I DESIGN OF COMPOSITE MEMBERS Example I.1Composite Beam Design .I-6 Example I.2Filled Composite Column in Axial Compression .I-10 Example I.3Encased Composite Column in Axial Compression .I-13 Example I.4Encased Composite Column in Axial Tension I-17 Example I.5Filled Composite Column in Axial Tension .I-19 Example I.6Filled Composite Member Design for Shear .I-20 Example I.7Combined Axial and Flexural Strength .I-22 CHAPTER J DESIGN OF CONNECTIONS Example J.1 Fillet Weld in Longitudinal Shear .J-2 Example J.2 Fillet Weld Loaded at an Angle J-4 Example J.3 Combined Tension and Shear in Bearing Type Connections J-6 Example J.4 Slip-Critical Connection with Short Slotted Holes .J-7 Example J.5 Combined Tension and Shear in a Slip-Critical Connection .J-10 Example J.6 Bearing Strength of a Pin in a Drilled Hole J-12 Example J.7 Base Plate Bearing on Concrete.J-13 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 ii-3 CHAPTER K DESIGN OF HSS AND BOX MEMBER CONNECTIONS Example K.1 Welded/bolted Wide Tee Connection to an HSS Column K-2 Example K.2 Welded/bolted Narrow Tee Connection to an HSS Column .K-7 Example K.3 Double Angle Connection to an HSS Column K-10 Example K.4 Unstiffened Seated Connection to an HSS Column K-12 Example K.5 Stiffened Seated Connection to an HSS Column K-14 Example K.6 Single-Plate Connection to Rectangular HSS Column .K-18 Example K.7 Through-Plate Connection .K-21 Example K.8 Transverse Plate Loaded Perpendicular to the HSS Axis on a Rectangular HSS. K-24 Example K.9 Longitudinal Plate Loaded Perpendicular to the HSS Axis on a Round HSS K-26 Example K.10 HSS Brace Connection to a W-shaped ColumnK-28 Example K.11 Rectangular HSS Column with a Cap Plate, Supporting a Continuous Beam K-31 Example K.12 Rectangular HSS Column Base Plate K-33 Example K.13 Rectangular HSS Strut End Plate K-35 PART II. EXAMPLES BASED ON THE AISC STEEL CONSTRUCTION MANUAL CHAPTER IIA SIMPLE SHEAR CONNECTIONS Example II.A-1 All-Bolted Double-Angle Connection IIA-2 Example II.A-2 Bolted/Welded Double-Angle Connection .IIA-4 Example II.A-3 All-Welded Double-Angle Connection IIA-6 Example II.A-4 All-Bolted Double-Angle Connection IIA-8 Example II.A-5 Bolted/Welded Double-Angle Connection (beam-to-girder web). .IIA-12 Example II.A-6 Beam End Coped at the Top Flange Only IIA-14 Example II.A-7 Beam End Coped at the Top and Bottom Flanges IIA-20 Example II.A-8 All-Bolted Double-Angle Connections (beams-to-girder web) IIA-23 Example II.A-9 Offset All-Bolted Double-Angle Connections (beams-to-girder web) .IIA-29 Example II.A-10 Skewed Double Bent-Plate Connection (beam-to-girder web). IIA-31 Example II.A-11 Shear End-Plate Connection (beam to girder web). IIA-36 Example II.A-12 All-Bolted Unstiffened Seated Connection (beam-to-column web) .IIA-38 Example II.A-13 Bolted/Welded Unstiffened Seated Connection (beam-to-column flange) .IIA-41 Example II.A-14 Stiffened Seated Connection (beam-to-column flange) IIA-44 Example II.A-15 Stiffened Seated Connection (beam-to-column web) .IIA-47 Example II.A-16 Offset Unstiffened Seated Connection (beam-to-column flange). IIA-49 Example II.A-17 Single-Plate Connection (conventional beam-to-column flange) IIA-52 Example II.A-18 Single-Plate Connection (beam-to-girder web) .IIA-54 Example II.A-19 Offset Extended Single-Plate Connection (beam-to-column web) .IIA-56 Example II.A-20 All-Bolted Single-Plate Shear Splice IIA-61 Example II.A-21 Bolted/Welded Single-Plate Shear Splice .IIA-65 Example II.A-22 Bolted Bracket Plate Design .IIA-69 Example II.A-23 Welded Bracket Plate Design IIA-73 Example II.A-24 Eccentrically-Loaded Bolt Group (IC method) .IIA-76 Example II.A-25 Eccentrically Loaded Bolt Group (elastic method). IIA-78 Example II.A-26 Eccentrically-Loaded Weld Group (IC method). IIA-80 Example II.A-27 Eccentrically-Loaded Weld Group (elastic method) .IIA-82 Example II.A-28 All-Bolted Single-Angle Connection (beam-to-girder web). IIA-84 Example II.A-29 Bolted/Welded Single-Angle Connection (beam-to-column flange) IIA-88 Example II.A-30 All-Bolted Tee Connection (beam-to-column flange) IIA-90 Example II.A-31 Bolted/Welded Tee Connection (beam-to-column flange) .IIA-96 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e