A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Heavy post-tensioned concrete girders for second narrows bridge
New crossing at Vancouver, BC, includes 108 girders each 120 ft long and weighing 74 tons; 6-lane deck cantilever bridge has main span of 1100 ft and side spans of 466 ft; approach viaduct girder spans are of post-tensioned T-section type, spaced at 6 ft 7 in. centers over 6 ×10 ft concrete cap beam; stressing procedure; casting yard.
Heavy post-tensioned concrete girders for second narrows bridge
New crossing at Vancouver, BC, includes 108 girders each 120 ft long and weighing 74 tons; 6-lane deck cantilever bridge has main span of 1100 ft and side spans of 466 ft; approach viaduct girder spans are of post-tensioned T-section type, spaced at 6 ft 7 in. centers over 6 ×10 ft concrete cap beam; stressing procedure; casting yard.
Heavy post-tensioned concrete girders for second narrows bridge
Roads Streets
Stanwick, C. (author)
Roads and Streets ; 101
1958
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Forensic Testing of Post Tensioned Concrete Girders
| NTIS | 2014
Shear Behavior of Full-Scale Post-Tensioned Prestressed Concrete Bridge Girders
| Online Contents | 2004
Anchorage zone reinforcement for post-tensioned concrete girders
| TIBKAT | 1994
Nondestructive elastic-wave tests of post-tensioned concrete girders in road bridge
| Tema Archive | 2008