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This special page shows the last uploaded files.
- 751.14 structure length-typical continuous steel structures-integral end bents1.gif 18.117.192.53
08:45, 28 September 2007
575 × 251; 5 KB
- 751.14 spacing of intermediate diaphragms from splice.gif 18.117.192.53
08:44, 28 September 2007
548 × 466; 10 KB
- 751.14 section thru haunch showing shear connectors.gif 18.117.192.53
08:43, 28 September 2007
289 × 145; 4 KB
- 751.14 section showing longitudinal stiffeners at vertical stiffeners and connection plates.gif 18.117.192.53
08:43, 28 September 2007
535 × 260; 8 KB
- 751.14 section showing longitudinal stiffeners at bolted field splice.gif 18.117.192.53
08:43, 28 September 2007
313 × 114; 3 KB
- 751.40 critical section at d divided by 2 dist from face of column.gif 18.117.192.53
08:43, 28 September 2007
377 × 268; 5 KB
- 751.40 critical section at d dist from face of column.gif 18.117.192.53
08:42, 28 September 2007
262 × 230; 4 KB
- 751.14 plan of end diaphragm connection for steel structures.gif 18.117.192.53
08:42, 28 September 2007
290 × 391; 8 KB
- 751.14 part plan of structural steel showing cl girder curve offsets.gif 18.117.192.53
08:42, 28 September 2007
560 × 313; 12 KB
- 751.14 part lateral bracing framing plan1.gif 18.117.192.53
08:42, 28 September 2007
631 × 329; 10 KB
- 751.14 part elevation of girder-variable depth girder-parabola.gif 18.117.192.53
08:42, 28 September 2007
688 × 309; 9 KB
- 751.14 part elevation of girder-variable depth girder.gif 18.117.192.53
08:42, 28 September 2007
744 × 390; 16 KB
- 751.14 part elevation of girder-constant depth-interior span.gif 18.117.192.53
08:41, 28 September 2007
639 × 239; 7 KB
- 751.14 part elevation of girder-constant depth-end span.gif 18.117.192.53
08:41, 28 September 2007
686 × 284; 12 KB
- 751.14 lateral bracing-tapered-variable depth girders.gif 18.117.192.53
08:40, 28 September 2007
531 × 166; 5 KB
- 751.14 lateral bracing-constant-variable depth girders.gif 18.117.192.53
08:40, 28 September 2007
558 × 147; 4 KB
- 751.14 lateral bracing-constant depth girders.gif 18.117.192.53
08:40, 28 September 2007
550 × 166; 3 KB
- 751.14 girder haunch-prestressed panel section.gif 18.117.192.53
08:35, 28 September 2007
264 × 151; 4 KB
- 751.14 girder haunch-cast-in-place section superelevated roadway.gif 18.117.192.53
08:35, 28 September 2007
233 × 196; 4 KB
- 751.14 girder haunch-cast-in-place section crowned roadway.gif 18.117.192.53
08:35, 28 September 2007
256 × 191; 4 KB
- 751.14 girder elevation variation sketch-table.gif 18.117.192.53
08:35, 28 September 2007
552 × 131; 3 KB
- 751.14 girder elevation variation sketch-section thru girders normal to cl roadway.gif 18.117.192.53
08:34, 28 September 2007
434 × 148; 3 KB
- 751.14 girder camber and dead load deflection-theoretical slab haunch.gif 18.117.192.53
08:34, 28 September 2007
503 × 202; 7 KB
- 751.14 girder camber and dead load deflection-plate girder camber diagram.gif 18.117.192.53
08:34, 28 September 2007
534 × 272; 9 KB
- 751.14 FLANGE PLATE SIZE 12in thru 24in (2 4 or 6 rows of Bolts).gif 18.117.192.53
08:33, 28 September 2007
611 × 170; 7 KB
- 751.14 flange connection angles-front elevation and section thru.gif 18.117.192.53
08:32, 28 September 2007
353 × 178; 6 KB
- 751.14 flange bolt patterns-uniform bolt pattern.gif 18.117.192.53
08:32, 28 September 2007
522 × 175; 6 KB
- 751.14 flange bolt patterns-staggered bolt pattern.gif 18.117.192.53
08:32, 28 September 2007
532 × 176; 8 KB
- 751.14 End Diaphragm Connections for W21 thru W24 Beams.gif 18.117.192.53
08:30, 28 September 2007
337 × 281; 6 KB
- 751.14 end diaphragm - webs over 48in structure with finger plate expansion device.gif 18.117.192.53
08:30, 28 September 2007
582 × 221; 9 KB
- 751.14 end diaphragm - 42in thru 48in webs.gif 18.117.192.53
08:28, 28 September 2007
566 × 208; 7 KB
- 751.14 end diaphragm - 36in thru 40in webs.gif 18.117.192.53
08:28, 28 September 2007
559 × 142; 5 KB
- 751.14 diaphragm position for continuous structures with skews thru 20 degrees.gif 18.117.192.53
08:28, 28 September 2007
560 × 210; 6 KB
- 751.14 diaphragm position for continuous structures with skews over 20 degrees.gif 18.117.192.53
08:21, 28 September 2007
572 × 214; 6 KB
- 751.14 diaphragm layout for simple structures.gif 18.117.192.53
08:21, 28 September 2007
513 × 218; 7 KB
- 751.14 diaphragm layout for curved stringers1.gif 18.117.192.53
08:20, 28 September 2007
585 × 264; 10 KB
- 751.40 Open Concrete Int Bents and Piers-reinforcement-seismic performance category a footing reinforcement plan.gif 18.117.192.53
15:28, 27 September 2007
452 × 305; 7 KB
- 751.40 Open Concrete Int Bents and Piers- spread footings-SPC b c & d reinforcement details-side elevation.gif 18.117.192.53
15:27, 27 September 2007
357 × 296; 6 KB
- 751.40 Open Concrete Int Bents and Piers- spread footings-SPC b c & d reinforcement details-front elevation.gif 18.117.192.53
15:26, 27 September 2007
337 × 294; 6 KB
- 751.40 Open Concrete Int Bents and Piers- spread footings-SPC A reinforcement details-side elevation.gif 18.117.192.53
15:26, 27 September 2007
384 × 234; 5 KB
- 751.40 Open Concrete Int Bents and Piers- spread footings-SPC A reinforcement details-front elevation.gif 18.117.192.53
15:26, 27 September 2007
348 × 242; 5 KB
- 751.40 Open Concrete Int Bents and Piers- spread footings-design and dimensions-side elevation.gif 18.117.192.53
15:26, 27 September 2007
231 × 251; 2 KB