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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. (Autor:in)
Roads and Streets ; 101
1958
Aufsatz (Zeitschrift)
Englisch
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