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Bridge engineering

(7155 members)
forum607 - Professional forum and technical support for engineers for Bridge engineering. Includes problem solving collaboration tools.

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 kckriete (Structural)
1 replies
(13 Jun 03)
13 Jun 03

Estimated cost of intermediate web stiffeners?

 haynewp (Structural)
2 replies
(27 May 03)
12 Jun 03

Catenary Cable Tension

 kckriete (Structural)
3 replies
(27 May 03)
28 May 03

Use of tie-beams in piers?

 rowe (Structural)
2 replies
(1 May 03)
9 May 03

falsework supported by steel girder

 yjung (Civil/Environmental)
5 replies
(22 Apr 03)
2 May 03

Difference between Longitudinal and Transverse LL DF
2

 KSRAO (Structural)
5 replies
(8 Apr 03)
23 Apr 03

Elastic Seismic Design loads on (older) Bridges

 koo (Structural)
4 replies
(15 Apr 03)
23 Apr 03

P/S box beam end reinfocement

 KMA (Structural)
3 replies
(16 Apr 03)
23 Apr 03

Bridge R/C deck overhang, shear check?

 PKovacs (Structural)
0 replies
(17 Apr 03)
17 Apr 03

Bolts to be used with weathering steel in Europe

 KSRAO (Structural)
3 replies
(14 Nov 02)
15 Apr 03

Caltrans Seismic Design Criteria & ARS curves

 VoyageofDiscovery (Structural)
0 replies
(15 Apr 03)
15 Apr 03

Built up beam colum design

 KOKONIS36 (Structural)
4 replies
(11 Apr 03)
14 Apr 03

Period of a simple span Bridge

 jcox (Structural)
2 replies
(4 Apr 03)
8 Apr 03

AASHTO Live Load Help

 Cagou (Mining)
2 replies
(7 Apr 03)
7 Apr 03

Bridge design / steel construction

 KMA (Structural)
2 replies
(19 Mar 03)
2 Apr 03

History of AASHTO Rail (Impact/collision) load?

 apetr26542 (Structural)
3 replies
(11 Mar 03)
12 Mar 03

Info on AASHTO Group Loadings

 farmerfield (Agricultural)
13 replies
(10 Dec 02)
10 Mar 03

Timber deck strong enough?

 zliazmei (Structural)
3 replies
(22 Dec 02)
5 Mar 03

AASHTO LOADINGS

 ivanlocke (Civil/Environmental)
1 replies
(28 Feb 03)
1 Mar 03

Replacing old traffic/utilities with utilities bridge, 36" water main

 KOKONIS36 (Structural)
2 replies
(14 Feb 03)
28 Feb 03

Seismic requirements for Bridge superstructure

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