Uncategorized files

Showing below up to 50 results in range #7,001 to #7,050.

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  751.14 int web stiffener (one side only) variable flange width.gif 744 × 500; 25 KB
  
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  751.14 lateral bracing-constant-variable depth girders.gif 558 × 147; 4 KB
  
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  751.14 lateral bracing-constant depth girders.gif 550 × 166; 3 KB
  
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  751.14 lateral bracing-tapered-variable depth girders.gif 531 × 166; 5 KB
  
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  751.14 lateral bracing detail a.gif 744 × 500; 25 KB
  
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  751.14 lateral bracing detail a.jpg 601 × 575; 43 KB
  
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  751.14 lateral bracing detail a Mar 2011.gif 744 × 500; 25 KB
  
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  751.14 lateral bracing detail b.gif 446 × 276; 9 KB
  
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  751.14 lateral bracing detail c.gif 318 × 285; 6 KB
  
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  751.14 longitudinal web stiffener.jpg 544 × 713; 28 KB
  
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  751.14 longitudinal web stiffener (one side only).gif 744 × 500; 25 KB
  
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  751.14 part elevation of girder-constant depth-end span.gif 686 × 284; 12 KB
  
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  751.14 part elevation of girder-constant depth-interior span.gif 639 × 239; 7 KB
  
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  751.14 part elevation of girder-variable depth girder-parabola.gif 688 × 309; 9 KB
  
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  751.14 part elevation of girder-variable depth girder.gif 744 × 390; 16 KB
  
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  751.14 part lateral bracing framing plan1.gif 631 × 329; 10 KB
  
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  751.14 part plan of structural steel showing cl girder curve offsets.gif 560 × 313; 12 KB
  
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  751.14 plan of end diaphragm connection for steel structures.gif 290 × 391; 8 KB
  
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  751.14 plan of shear connector unit.gif 244 × 136; 3 KB
  
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  751.14 section showing longitudinal stiffeners at bolted field splice.gif 313 × 114; 3 KB
  
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  751.14 section showing longitudinal stiffeners at vertical stiffeners and connection plates.gif 535 × 260; 8 KB
  
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  751.14 section thru haunch showing shear connectors.gif 289 × 145; 4 KB
  
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  751.14 section thru stringer or girder with and without cover plate.gif 744 × 500; 25 KB
  
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  751.14 spacing of intermediate diaphragms from splice.gif 548 × 466; 10 KB
  
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  751.14 structure length-typical continuous steel structures-integral end bents1.gif 575 × 251; 5 KB
  
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  751.14 three-span structure.gif 242 × 51; 1 KB
  
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  751.14 vertical curves (dead load deflection)-plate girder camber diagram.gif 539 × 191; 7 KB
  
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  751.14 vertical curves (dead load deflection)-plate girder deflection diagram.gif 536 × 190; 7 KB
  
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  751.14 vertical curves (dead load deflection)-theoretical slab haunch.gif 505 × 186; 7 KB
  
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  751.14 welded shop splice.gif 456 × 277; 6 KB
  
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  751.14 welded shop splice plan.gif 517 × 189; 3 KB
  
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  751.14 welded shop splice section a-a.gif 517 × 187; 4 KB
  
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  751.14 welded shop web splice.gif 517 × 255; 5 KB
  
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  751.1 Figure 1 Probability Mass Functions.gif 744 × 500; 25 KB
  
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  751.1 Figure 2 Cumulative Distribution Function.gif 744 × 500; 25 KB
  
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  751.1 Figure 3 (a) PDF and (b) CDF.gif 744 × 500; 25 KB
  
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  751.1 M-40a Prelim Design request for final soundings.gif 744 × 500; 25 KB
  
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  751.1 M-40a Prelim Design request for final soundings.pdf 1,275 × 1,650; 7 KB
  
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  751.1 M-40b Prelim Design soundings layout.gif 744 × 500; 25 KB
  
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  751.1 M-40b Prelim Design soundings layout.pdf 1,275 × 1,650; 7 KB
  
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  751.1 Prelim Design Acceptable Rail No. 1.gif 744 × 500; 25 KB
  
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  751.1 Prelim Design Acceptable Rail No. 2.gif 744 × 500; 25 KB
  
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  751.1 Prelim Design Acceptable Rail No. 3.gif 744 × 500; 25 KB
  
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  751.1 Prelim Design Acceptable Rail No. 4.gif 744 × 500; 25 KB
  
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  751.1 Prelim Design Acceptable Rail No. 4.jpg 397 × 529; 17 KB
  
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  751.1 Prelim Design Acceptable Rail No. 5.gif 744 × 500; 25 KB
  
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  751.1 Prelim Design Attached Temp Barrier.gif 744 × 500; 25 KB
  
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  751.1 Prelim Design Attached Temp Barrier.jpg 575 × 260; 22 KB
  
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  751.1 Prelim Design Berm Elevation.gif 467 × 276; 5 KB
  
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  751.1 Prelim Design Blockout on Exist Curb No. 1.gif 744 × 500; 25 KB