Portada: Descripción: PREFACE The primary objective of these design examples is to provide illustrations of the use of ...
| Portada: |
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| Descripción: |
| PREFACE The primary objective of these design examples is to provide illustrations of the use of the 2010 AISC Specification for Structural Steel Buildings (ANSI/AISC 360-10) and the 14th Edition of the AISC Steel Construction Manual. The design examples provide coverage of all applicable limit states whether or not a particular limit state controls the design of the member or connection.In addition to the exam ples which demonstrate the use of the Manual tables, design examples are provided for connection designs beyond the scope of the tables in the Manual. These design examples are intended to demonstrate an approach to the design, and are not intended to suggest that the approach presented is the only approach. The committee responsible for the development of these design examples recognizes that designers have alternate approaches that work best for them and their projects. Design approaches that differ from those presented in these examples are considered viable as long as the Specification, sound engineering, and project specific requirements are satisfied. Part I of these examples is organized to correspond with the organization of the Specification. The Chapter titles match the corresponding chapters in 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 momentframe building. The Design Examples are arranged with LRFD and ASD designs presented side by side, for consistency with the AISC Manual. Design with ASD and LRFD are based on the same nominal strength for e ach element so that the only differences between the approaches are which set of load combinations from ASCE/SEI 7-10 are used for design and whether the resistance factor for LRFD or the safety factor for ASD is used. |
| Datos Técnicos: |
| Desing Examples V.14.1 Manual| American Institute of Steel Construction | 928 pag. | Año: 2011 | .pdf | 12.0 MB total | Ingles | |
| Contenido: |
| PART I. EXAMPLES BASED ON THE AISC SPECIFICATION CHAPTER A GENERAL PROVISIONS CHAPTER B DESIGN REQUIREMENTS CHAPTER C DESIGN FOR STABILITY CHAPTER D DESIGN OF MEMBERS FOR TENSION CHAPTER E DESIGN OF MEMBERS FOR COMPRESSION . CHAPTER F DESIGN OF MEMBERS FOR FLEXURE CHAPTER G DESIGN OF MEMBERS FOR SHEAR CHAPTER H DESIGN OF MEMBERS FOR COMBINED FORCES AND TORSION CHAPTER I DESIGN OF COMPOSITE MEMBERS CHAPTER J DESIGN OF CONNECTIONS CHAPTER K DESIGN OF HSS AND BOX MEMBER CONNECTIONS APPENDIX 6 STABILITY BRACING FOR COLUMNS AND BEAMS PART II. EXAMPLES BASED ON THE AISC STEEL CONSTRUCTION MANUAL CHAPTER IIA SIMPLE SHEAR CONNECTIONS CHAPTER IIB FULLY RESTRAINED (FR) MOMENT CONNECTIONS CHAPTER IIC BRACING AND TRUSS CONNECTIONS CHAPTER IID MISCELLANEOUS CONNECTIONS PART III. SYSTEM DESIGN EXAMPLES PART IV. ADDITIONAL RESOURCES |
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