Portada: Contenido: 1 Introduction 1.1 Load Combinations and Notional Loads 1-2 1.2 Stress Check 1-2 1.3 Dire...
| Contenido: |
1 Introduction
1.1 Load Combinations and Notional Loads 1-2
1.2 Stress Check 1-2
1.3 Direct Analysis Method vs. Effective Length Method 1-3
1.3.1 Effective Length Method 1-4
1.3.2 Direct Analysis Method 1-4
1.4 User Options 1-5
1.5 Non-Automated Items in Steel Frame Design 1-5
2 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 2-4
2.5 Second Order P-Delta Effects 2-5
2.6 Analysis Methods 2-6
2.7 Notional Load Patterns 2-10
2.8 Member Unsupported Lengths 2-11
2.9 Effects of Breaking a Member into Multiple Elements 2-12
2.10 Effective Length Factor (K) 2-14
2.11 Supported Framing Types 2-17
2.12 Continuity Plates 2-18
2.13 Doubler Plates 2-20
2.14 Choice of Units 2-21
3 Steel Frame Design Using ANSI/AISC 360-05
3.1 Notations 3-2
3.2 Design Loading Combinations 3-6
3.3 Classification of Sections for Local Buckling 3-8
3.4 Calculation of Factored Forces and Moments 3-18
3.5 Calculation of Nominal Strengths 3-22
3.5.1 Nominal Tensile Strength 3-23
3.5.2 Nominal Compressive Strength 3-23
3.5.3 Nominal Flexure Strength 3-34
3.5.4 Nominal Shear Strength 3-65
3.5.5 Nominal Torsional Strength 3-72
3.6 Design of Members for Combined Forces 3-73
3.6.1 Doubly and Singly Symmetric Members
Subjected to Flexure and Axial Compression 3-74
3.6.2 Doubly and Singly Symmetric Members
Subjected to Flexure and Axial Tension 3-78
3.6.3 Unsymmetric Members Subjected to Flexure
and Axial Force 3-80
3.6.4 Members Subject to Torsion, Flexure, Shear
and Axial Force 3-81
4 Special Seismic Provisions (ANSI/AISC 341-05)
4.1 Notations 4-2
4.2 Design Preferences 4-2
4.3 Overwrites 4-3
4.4 Supported Framing Types 4-3
4.5 Applicability of the Seismic Requirements 4-4
4.6 Design Load Combinations 4-4
4.7 Classification of Sections for Local Buckling 4-7
4.8 Special Check for Column Strength 4-11
4.9 Member Design 4-12
4.9.1 Ordinary Moment Frames (OMF) 4-13
4.9.2 Intermediate Moment Frame (IMF) 4-13
4.9.3 Special Moment Frames (SMF) 4-13
4.9.4 Special Truss Moment Frames (STMF) 4-14
4.9.5 Ordinary Concentrically Braced Frames (OCBF) 4-14
4.9.6 Ordinary Concentrically Braced Frames from
Isolated Structures (OCBFI) 4-15
4.9.7 Special Concentrically Braced Frames (SCBF) 4-16
4.9.8 Eccentrically Braced Frames (EBF) 4-17
4.9.9 Buckling Restrained Braced Frames (BRBF) 4-22
4.9.10 Special Plate Shear Walls 4-22
4.10 Joint Design 4-22
4.10.1 Design of Continuity Plates 4-23
4.10.2 Design of Doubler Plates 4-29
4.10.3 Weak-Beam Strong-Column Measure 4-34
4.10.4 Evaluation of Beam Connection Shears 4-36
4.10.5 Evaluation of Brace Connection Forces 4-39
Appendix A P-Delta Effects
Appendix B Steel Frame Design Preferences
Appendix C Steel Frame Design Procedure Overwrites
Appendix D Interactive Steel Frame Design
Appendix E Analysis Sections vs. Design Sections
Bibliography |
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| Datos Técnicos: |
Steel Frame Design Manual AISC 360-10 For ETABS® 2013
Manuales| CSI - Computers and Structures INC | 173 pag. | PDF | Ingles | |
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