همراه با راهنمای ساخت فولاد AISC جلد ۱: مثال‌های طراحی نسخه ۱۶.۰ جلد ۰۱

DESCRIPTION This edition of the Manual contains 2,432 pages of structural steel design information. Each of the 18 major content sections has a corresponding thumb cut for easy access. The book is hardbound in durable gold vinyl with black stamping. The cover graphic comes from 1960s editions of "AISC News." TABLE OF CONTENTS Part 1 - Dimensions and Properties Part 2 - General Design Considerations Part 3 - Design of Flexural Members Part 4 - Design of Compression Members Part 5 - Design of Tension Members Part 6 - Design of Members Subjected to Combined Forces Part 7 - Design Considerations for Bolts Part 8 - Design Considerations for Welds Part 9 - Design of Connecting Elements Part 10 - Design of Simple Shear Connections Part 11 - Design of Moment Connections -- Reorganized! Part 12 - Design of Simple Connections for Combined Forces -- New! Part 13 - Design of Bracing Connections and Truss Connections Part 14 - Design of Beam Bearing Plates, Column Base Plates, Anchor Rods, and Column Splices Part 15 - Design of Hanger Connections, Bracket Plates, and Crane-Rail Connections Part 16 - Specifications and Codes -- updated with 2020 and 2022 standards! Part 17 - Miscellaneous Data and Mathematical Information Part 18 - Symbols and Index CODES AND STANDARDS Part 16 - Specifications and Codes contains the most commonly used standards in the design, fabrication, and erection of structural steel. The documents in Part 16 are available from the Standards section of our publications collection. They are: Part 16.1 comprises the 2022 Specification for Structural Steel Buildings (ANSI/AISC 360-22) Part 16.2 comprises the 2020 RCSC Specification for Structural Joints Using High Strength Bolts Part 16.3 comprises the 2022 Code of Standard Practice for Steel Buildings and Bridges (ANSI/AISC 303-22) For older versions of AISC's standards, visit our Historic Standards page. Companion, Volume 1: Design Examples Copyright Preface Acknowledgments Table of Contents Part I Chapter A References Chapter B References Chapter C Example C.1A Example C.1B Example C.1C Chapter D Example D.1 Example D.2 Example D.3 Example D.4 Example D.5 Example D.6 Example D.7 Example D.8 Example D.9 Chapter E Example E.1A Example E.1B Example E.1C Example E.1D Example E.1E Example E.2 Example E.3 Example E.4A Example E.4B Example E.5 Example E.6 Example E.7 Example E.8 Example E.9 Example E.10 Example E.11 Example E.12 Example E.13 Example E.14A Example E.14B Chapter F Example F.1-1A Example F.1-1B Example F.1-2A Example F.1-2B Example F.1-3A Example F.1-3B Example F.2-1A Example F.2-1B Example F.2-2A Example F.2-2B Example F.3A Example F.3B Example F.4 Example F.5 Example F.6 Example F.7A Example F.7B Example F.8A Example F.8B Example F.9A Example F.9B Example F.10 Example F.11A Example F.11B Example F.11C Example F.12 Example F.13 Example F.14 Chapter G Example G.1A Example G.1B Example G.2A Example G.2B Example G.3 Example G.4 Example G.5 Example G.6 Example G.7 Example G.8A Example G.8B References Chapter H Example H.1A Example H.1B Example H.2 Example H.3 Example H.4 Example H.5A Example H.5B Example H.5C Example H.6 References Chapter I Example I.1 Example I.2 Example I.3 Example I.4 Example I.5 Example I.6 Example I.7 Example I.8 Example I.9 Example I.10 Example I.11 Example I.12 Example I.13 References Chapter J Example J.1 Example J.2A Example J.2B Example J.3 Example J.4A Example J.4B Example J.5 Example J.6 Example J.7 Chapter K Example K.1 Example K.2 Example K.3 Example K.4 Example K.5 Example K.6 Example K.7 Example K.8 Example K.9 Example K.10 References Appendix 6 Example A-6.1 Example A-6.2 Example A-6.3 Example A-6.4 Example A-6.5 Example A-6.6 References Part II Chapter IIA Example II.A-1A Example II.A-1B Example II.A-1C Example II.A-2A Example II.A-2B Example II.A-3 Example II.A-4 Example II.A-5 Example II.A-6 Example II.A-7 Example II.A-8 Example II.A-9 Example II.A-10 Example II.A-11A Example II.A-11B Example II.A-11C Example II.A-12A Example II.A-12B Example II.A-13 Example II.A-14 Example II.A-15 Example II.A-16 Example II.A-17A Example II.A-17B Example II.A-17C Example II.A-18 Example II.A-19A Example II.A-19B Example II.A-20 Example II.A-21 Example II.A-22 Example II.A-23 Example II.A-24 Example II.A-25 Example II.A-26 Example II.A-27 Example II.A-28A Example II.A-28B Example II.A-29 Example II.A-30 Example II.A-31 Chapter IIB Example II.B-1 Example II.B-2 Example II.B-3 References Chapter IIC Example II.C-1 Example II.C-2 Example II.C-3 Chapter IID Example II.D-1 Example II.D-2 Example II.D-3 Part III Introduction Conventions Design Sequence General Description Roof Member Design and Selection Select Roof Joists Select Roof Beams Select Roof Beams at the Ends Select Roof Beams along Sides Select Interior Roof Beams Floor Member Design and Selection Select Floor Beams Typical 45-ft-Long Beams Typical 30 ft Beams Typical N-S Edge Beams Typical E-W Edge Girders Typical E-W Interior Girders Column Design and Selection Typical Interior Leaning Columns Typical Exterior Leaning Columns Wind Load Determination Seismic Load Determination Moment Frame Model Calculation of Required Strength Method 1--Direct Analysis Method Method 2--Effective Length Method Method 3--Simplified Effective Length Method Beam Analysis in the Moment Frame Braced Frame Analysis Analysis of Drag Struts References Drawings The Book is the recent construction manual By The American institute of steel construction, AISC.