ss1
1
6.3.3.10 Example 6.12: Concentrically Loaded Column 319 6.3.3.11 Solution to Example 6.12 320 6.3.3.12 Column Base Plates 321 6.3.3.13 Example 6.13: Column Base Plate 323 6.3.3.14 Solution to Example 6.13 323 6.3.4 Flexural Elements 326 6.3.4.1 Section Classification 327 6.3.4.2 Shear Capacity 327 6.3.4.3 Example 6.14: Shear Check of a Simply Supported Beam 328 6.3.4.4 Moment Capacity 329 6.3.4.5 Example 6.15: Moment Capacity of Beam with Full Lateral Restraint 332 6.3.4.6 Solution to Example 6.15 333 6.3.4.7 Moment Capacity of Beams with Intermittent Lateral Restraint 336 6.3.4.8 Example 6.16: Beam with No Lateral Restraint 338 6.3.4.9 Solution to Example 6.16 339 6.3.4.10 Example 6.17: Beam 1 with Intermittent Lateral Restraint 344 6.3.4.11 Solution to Example 6.17 344 6.3.4.12 Example 6.18: Rectangular Hollow Section 349 6.3.4.13 Solution to Example 6.18 349 6.3.4.14 Deflection − Example 6.19 354 6.3.4.15 Web Bearing and Web Buckling − Example 6.20 357 6.3.4.16 Example 6.21: Beam 2 with Intermittent Lateral Restraint 361 6.3.4.17 Solution to Example 6.21 362 6.3.4.18 Example 6.22: Beam 3 Beam with Cantilever Span 368 6.3.4.19 Solution to Example 6.22 368 6.3.5 Elements Subject to Combined Axial and Flexural Loads 375 6.3.5.1 Introduction 375 6.3.5.2 Combined Tension and Bending 375 6.3.5.3 Reduced Moment Capacity 377 6.3.5.4 Combined Compression and Bending 378 6.3.5.5 Example 6.23: Lattice Top Chord with Axial and Bending Loads 381 6.3.5.6 Solution to Example 6.23 381 6.3.5.7 Simple Construction − Examples 6.24 and 6.25 387 6.3.6 Connections 399 6.3.6.1 Introduction 399 6.3.6.2 Simple Connections 400 6.3.6.3 Moment Connections 401 6.3.6.4 Bolted Connections 407 6.3.6.5 Single Lap Joint − Examples 6.26 and 6.27 415 6.3.6.6 Welded Connections − Examples 6.28 and 6.29 419 6.3.6.7 Beam End Connections − Example 6.30 423 6.3.6.8 Design of Moment Connections 433
-
Upload
sathiyasuthan -
Category
Documents
-
view
212 -
download
0
description
hhi
Transcript of ss1
6.3.3.10 Example 6.12: Concentrically Loaded Column 3196.3.3.11 Solution to Example 6.12 3206.3.3.12 Column Base Plates 3216.3.3.13 Example 6.13: Column Base Plate 3236.3.3.14 Solution to Example 6.13 3236.3.4 Flexural Elements 3266.3.4.1 Section Classification 3276.3.4.2 Shear Capacity 3276.3.4.3 Example 6.14: Shear Check of a Simply Supported Beam 3286.3.4.4 Moment Capacity 3296.3.4.5 Example 6.15: Moment Capacity of Beam with Full LateralRestraint 3326.3.4.6 Solution to Example 6.15 3336.3.4.7 Moment Capacity of Beams with Intermittent LateralRestraint 3366.3.4.8 Example 6.16: Beam with No Lateral Restraint 3386.3.4.9 Solution to Example 6.16 3396.3.4.10 Example 6.17: Beam 1 with Intermittent Lateral Restraint 3446.3.4.11 Solution to Example 6.17 3446.3.4.12 Example 6.18: Rectangular Hollow Section 3496.3.4.13 Solution to Example 6.18 3496.3.4.14 Deflection Example 6.19 3546.3.4.15 Web Bearing and Web Buckling Example 6.20 3576.3.4.16 Example 6.21: Beam 2 with Intermittent Lateral Restraint 3616.3.4.17 Solution to Example 6.21 3626.3.4.18 Example 6.22: Beam 3 Beam with Cantilever Span 3686.3.4.19 Solution to Example 6.22 3686.3.5 Elements Subject to Combined Axial and Flexural Loads 3756.3.5.1 Introduction 3756.3.5.2 Combined Tension and Bending 3756.3.5.3 Reduced Moment Capacity 3776.3.5.4 Combined Compression and Bending 3786.3.5.5 Example 6.23: Lattice Top Chord with Axial and BendingLoads 3816.3.5.6 Solution to Example 6.23 3816.3.5.7 Simple Construction Examples 6.24 and 6.25 3876.3.6 Connections 3996.3.6.1 Introduction 3996.3.6.2 Simple Connections 4006.3.6.3 Moment Connections 4016.3.6.4 Bolted Connections 4076.3.6.5 Single Lap Joint Examples 6.26 and 6.27 4156.3.6.6 Welded Connections Examples 6.28 and 6.29 4196.3.6.7 Beam End Connections Example 6.30 4236.3.6.8 Design of Moment Connections 433
