A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Port Mann bridge, Vancouver, Canada
Bridge comprises main arch span of 1200 ft flanked by side spans of 360 ft; lowlying land on either side of main arch, together with high clearances, dictated use of long approaches; design and construction of long steel pipe piles, placed in prebored holes to overcome negative friction, are described; main steel superstructure is stiffened tied arch in which necessary stiffness and load distribution is provided by deep box stiffening girders; lighting system, composed of continuous light source mounted in handrail, is described. (See also Instn Civ Engrs -- Proc v 29 Dec 1964 p 677-712)
Port Mann bridge, Vancouver, Canada
Bridge comprises main arch span of 1200 ft flanked by side spans of 360 ft; lowlying land on either side of main arch, together with high clearances, dictated use of long approaches; design and construction of long steel pipe piles, placed in prebored holes to overcome negative friction, are described; main steel superstructure is stiffened tied arch in which necessary stiffness and load distribution is provided by deep box stiffening girders; lighting system, composed of continuous light source mounted in handrail, is described. (See also Instn Civ Engrs -- Proc v 29 Dec 1964 p 677-712)
Port Mann bridge, Vancouver, Canada
Surveyor
Hilton, N. (author) / Hardenberg, G. (author)
Surveyor ; 125
1965
Article (Journal)
English
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Port Mann bridge, Vancouver, Canada
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