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