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Showing below up to 50 results in range #8,651 to #8,700.

751.40 prestressed concrete i-girders-miscellaneous details-dowel bars section a-a.gif 230 × 212; 3 KB
751.40 prestressed concrete i-girders-miscellaneous details-exp device support holes part elevati.gif 744 × 500; 25 KB
751.40 prestressed concrete i-girders-miscellaneous details-exp device support holes part elevation.gif 556 × 226; 5 KB
751.40 prestressed concrete i-girders-miscellaneous details-exp device support holes part plan.gif 549 × 207; 5 KB
751.40 prestressed concrete i-girders-miscellaneous details-shear block.gif 582 × 135; 5 KB
751.40 prestressed concrete i-girders-rectangular beam curves.gif 587 × 793; 23 KB
751.40 prestressed concrete i-girders-standard girder end-end elevation.gif 372 × 306; 7 KB
751.40 prestressed concrete i-girders-standard girder end-end section.gif 275 × 241; 5 KB
751.40 prestressed concrete i-girders-structure length-integral end bents.gif 584 × 146; 4 KB
751.40 prestressed concrete i-girders-structure length-non integral end bents.gif 582 × 138; 4 KB
751.40 prestressed concrete i-girders-ultimate strength diagram-1.gif 257 × 217; 3 KB
751.40 prestressed concrete i-girders-ultimate strength diagram-2.gif 246 × 217; 3 KB
751.40 prestressed concrete i-girders-web reinforcement diagram.gif 461 × 92; 3 KB
751.40 reinforcement-DETAIL NEAR FREE EDGE OR CONSTRUCTION JOINT.gif 236 × 267; 3 KB
751.40 reinforcement-Negative Moment Steel over Intermediate Supports.gif 517 × 221; 4 KB
751.40 reinforcement- Development and Lap Splice Lengths - Bars in Compression (Fy = 60 ksi).gif 606 × 205; 11 KB
751.40 reinforcement- Development and Tension Lap Splice Lengths - Other Than Top Bars (Fy = 60 .gif 744 × 500; 25 KB
751.40 reinforcement- Development and Tension Lap Splice Lengths - Other Than Top Bars (Fy = 60 ksi).gif 670 × 767; 43 KB
751.40 reinforcement- Development and Tension Lap Splice Lengths - Top Bars (Fy = 60 ksi).gif 662 × 731; 43 KB
751.40 reinforcement- Development of Standard Hooks in Tension, Ldh (Fy = 60 ksi).gif 633 × 278; 16 KB
751.40 reinforcement- HOOKED-BAR DETAILS FOR DEVELOPMENT OF STANDARD HOOKS.gif 294 × 222; 4 KB
751.40 reinforcement-elevation of girder showning negative moment steel.gif 524 × 195; 3 KB
751.40 seismic performance category a footing reinforcement front elevation.gif 387 × 261; 4 KB
751.40 seismic performance category a footing reinforcement side elevation.gif 487 × 263; 5 KB
751.40 seismic performance category b c & d footing reinforcement front elevation.gif 389 × 275; 6 KB
751.40 seismic performance category b c & d footing reinforcement plan of bottom reinforcement.gif 472 × 240; 6 KB
751.40 seismic performance category b c & d footing reinforcement plan of top reinforcement.gif 455 × 253; 6 KB
751.40 seismic performance category b c & d footing reinforcement side elevation.gif 452 × 270; 6 KB
751.40 sketch of dimensions for footings subjected to eccentric loading.gif 517 × 300; 4 KB
751.40 wf bm spans-flange plates-details of flange plates at int bents1.gif 675 × 250; 13 KB
751.40 wf bm spans-flange plates-details of flange plates at int bents2.gif 663 × 256; 12 KB
751.40 wf bm spans-lane loading1.gif 514 × 181; 5 KB
751.40 wf bm spans-structure length.gif 738 × 208; 7 KB
751.40 wf bm spans-truck loading.gif 566 × 187; 5 KB
751.5.1.1 CAD.jpg 874 × 774; 197 KB
751.5.1.1 CAD 2021.jpg 797 × 813; 204 KB
751.5.1.1 ground line.jpg 1,007 × 153; 27 KB
751.5.1.1 joints.jpg 209 × 217; 15 KB
751.5.1.1 span.jpg 1,002 × 88; 18 KB
751.5.1.1 water.jpg 239 × 71; 9 KB
751.5.1.2 attribute.jpg 487 × 161; 33 KB
751.5.1.2 lengths.jpg 600 × 198; 41 KB
751.5.1.2 multi line.jpg 410 × 125; 26 KB
751.5.1.2 series.jpg 510 × 126; 30 KB
751.5.1.2 slopes.jpg 515 × 138; 12 KB
751.5.1.3.2 baseline.jpg 25 × 34; 8 KB
751.5.1.3.2 centerline.jpg 24 × 32; 8 KB
751.5.1.3.2 plate.jpg 24 × 34; 8 KB
751.5.1.3.2 s.jpg 22 × 23; 8 KB
751.5.1.3.3 capitalization.jpg 731 × 952; 176 KB

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