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Description of  ETABS Integrated Building Design Software Steel Frame Design Manual

Title Page......Page 2 Copyright......Page 4 Disclaimer......Page 6 General Steel Frame Design Information......Page 8 Steel Frame Design Specific to UBC97-ASD......Page 9 Steel Frame Design Specific to UBC97-LRFD......Page 10 Steel Frame Design Specific to AISC-ASD89......Page 12 Steel Frame Design Specific to AISC-LRFD93......Page 13 Overwriting the Frame Design Procedure for a Steel Frame......Page 16 Design Load Combinations......Page 17 Analysis Sections and Design Sections......Page 18 Second Order P-Delta Effects......Page 19 Element Unsupported Lengths......Page 21 Continuity Plates and Doubler Plates......Page 24 Steel Frame Design Procedure......Page 26 Automating the Iterative Design Process......Page 30 Steel Stress Check Information Form......Page 32 Overwrites Button......Page 34 Details Button......Page 35 Design Input......Page 36 Design Output......Page 37 Introduction to the UBC97-ASD Series of Technical Notes......Page 40 Notations......Page 42 References......Page 45 Using the Preferences Form......Page 46 Preferences......Page 47 Overwrites......Page 50 Making Changes in the Overwrites Form......Page 52 Resetting Steel Frame Overwrites to Default Values......Page 53 Design Load Combinations......Page 54 Overview......Page 56 Calculation of Stresses......Page 58 Calculation of Allowable Stresses......Page 60 Axial and Bending Stresses......Page 62 Shear Stresses......Page 64 Special Moment Resisting Frames......Page 66 Braced Frames......Page 67 Eccentrically Braced Frames......Page 69 Special Concentrically Braced Frames......Page 72 Beam/Column Plastic Moment Capacity Ratio......Page 74 Evaluation of Beam Connection Shears......Page 76 Evaluation of Brace Connection Forces......Page 77 Continuity Plates......Page 80 Doubler Plates......Page 86 Input Data......Page 92 Using the Print Design Tables Form......Page 96 Output Details......Page 98 Using the Print Design Tables Form......Page 101 Introduction to the UBC97-LRFD Series of Technical Notes......Page 104 Notation......Page 106 References......Page 110 Using the Preferences Form......Page 112 Preferences......Page 113 Overwrites......Page 116 Making Changes in the Overwrites Form......Page 119 Resetting Steel Frame Overwrites to Default Values......Page 120 Design Load Combinations......Page 122 Reference......Page 123 Classification of Sections......Page 124 Calculation of Factored Forces and Moments......Page 126 Reference......Page 127 Calculation of Nominal Strengths......Page 128 Axial and Bending Stresses......Page 130 Shear Stresses......Page 131 Special Moment Resisting Frames......Page 132 Braced Frames......Page 133 Eccentrically Braced Frames......Page 134 Special Concentrically Braced Frames......Page 138 Weak-Beam / Strong-Column Measure......Page 142 Evaluation of Beam Connection Shears......Page 144 Evaluation of Brace Connection Forces......Page 145 Continuity Plates......Page 148 Doubler Plates......Page 154 Input Data......Page 160 Using the Print Design Tables Form......Page 165 Output Details......Page 166 Using the Print Design Tables Form......Page 169 Introduction to the AISC-ASD89 Series of Technical Notes......Page 172 Notation......Page 173 Using the Preferences Form......Page 178 Preferences......Page 179 Overwrites......Page 180 Making Changes in the Overwrites Form......Page 182 Resetting Steel Frame Overwrites to Default Values......Page 183 Design Load Combinations......Page 184 Classification of Sections......Page 186 Calculation of Stresses......Page 190 Allowable Stress in Compression......Page 192 Flexural Buckling......Page 193 Flexural-Torsional Buckling......Page 195 I-Sections......Page 199 Major Axis of Bending......Page 200 Minor Axis of Bending......Page 202 Major Axis of Bending......Page 203 Box Sections and Rectangular Tubes......Page 204 Pipe Sections......Page 205 Major Axis of Bending......Page 206 Minor Axis of Bending......Page 208 Major Axis of Bending......Page 209 Minor Axis of Bending......Page 210 Axial and Bending Stresses......Page 212 Shear Stresses......Page 215 Input Data......Page 216 Using the Print Design Tables Form......Page 220 Output Details......Page 222 Using the Print Design Tables Form......Page 224 Introduction to the AISC-LRFD93 Series of Technical Notes......Page 226 Notation......Page 227 Using the Preferences Form......Page 232 Preferences......Page 233 Overwrites......Page 234 Resetting Steel Frame Overwrites to Default Values......Page 237 Design Load Combinations......Page 240 Reference......Page 241 Classification of Sections......Page 242 Calculation of Factored Forces and Moments......Page 246 Reference......Page 248 Overview......Page 250 Flexural Buckling......Page 251 Flexural-Torsonal Buckling......Page 252 Torsional and Flexural-Torsional Buckling......Page 255 Nominal Strength in Bending......Page 257 Doubly Symmetric Shapes and Channels......Page 258 Single Angles......Page 260 Flange Local Buckling......Page 262 I Shapes, Channels......Page 263 Boxes......Page 264 Singles Angles......Page 265 I Shapes, Channels, and Boxes......Page 266 T-Sections and Double-Angles......Page 269 Major Axis of Bending......Page 270 Minor Axis of Bending......Page 271 Axial and Bending Stresses......Page 272 Shear Stresses......Page 273 Input Data......Page 274 Using the Print Design Tables Form......Page 279 Output Details......Page 280 Using the Print Design Tables Form......Page 282