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Fabrication and Erection Controls
The hingeless arch ribs were erected by cantilevering symmetrically from each skewback. The first three rib sections were cantilevered from the anchor bolts, a statically determinate condition. Thereafter, the resisting moment at each skewback was augmented by one, two, or three groups of wire-rope strands passing from the forward rib sections to a temporary tower placed behind the skewback, and thence to a concrete anchorage embedded in rock.
Fabrication and Erection Controls
The hingeless arch ribs were erected by cantilevering symmetrically from each skewback. The first three rib sections were cantilevered from the anchor bolts, a statically determinate condition. Thereafter, the resisting moment at each skewback was augmented by one, two, or three groups of wire-rope strands passing from the forward rib sections to a temporary tower placed behind the skewback, and thence to a concrete anchorage embedded in rock.
Fabrication and Erection Controls
Copp, John I. (author) / de Vries, Karl (author) / Jameson, William H. (author) / Jones, Jonathan (author)
Transactions of the American Society of Civil Engineers ; 110 ; 50-81
2021-01-01
321945-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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