| Name | Last modified | Size | Description | |
|---|---|---|---|---|
| Parent Directory | - | |||
| BACKUP/ | 2018-01-07 13:00 | - | ||
| Final_Fall_2013/ | 2013-12-05 11:20 | - | ||
| S17-CE470-AISC/ | 2018-01-07 13:09 | - | ||
| 470.html | 2026-05-21 16:18 | 7.8K | ||
| Thumbs.db | 2013-11-18 08:57 | 14K | ||
| why use lateral bracing.mpg | 2007-04-26 12:19 | 2.3M | ||
| where do loads come from.mpg | 2007-04-26 12:19 | 3.1M | ||
| types of loads.mpg | 2007-04-26 12:18 | 3.6M | ||
| trib area girder.mpg | 2007-04-26 12:18 | 5.0M | ||
| trib area bm-jst.mpg | 2007-04-26 12:18 | 5.2M | ||
| trib area column.mpg | 2007-04-26 12:18 | 5.6M | ||
| one line diagram.mpg | 2007-04-26 12:17 | 5.9M | ||
| floor.mpg | 2007-04-26 12:16 | 6.2M | ||
| block shear failure.mpg | 2007-04-26 12:16 | 6.4M | ||
| lat load building.mpg | 2007-04-26 12:17 | 11M | ||
| block shear areas.mpg | 2007-04-26 12:17 | 12M | ||
| column buckling.mpg | 2007-04-26 12:17 | 12M | ||
| lat load one floor.mpg | 2007-04-26 12:18 | 14M | ||
| slenderness ratio.mpg | 2007-04-26 12:19 | 18M | ||
| local buckling.mpg | 2007-04-26 12:19 | 22M | ||
| beam buckling.mpg | 2007-04-26 12:19 | 26M | ||