Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
How 3/4-scale model of 40 ft long girder was tested to determine its suitability for use as floor beam in building where space was required for installation of pipes and ducts between floor slab and ceiling below; inclined and vertical members were precast and booms were cast in situ; lower boom was prestressed; structural data, design loads, and results concerning applied failure loads are given.
How 3/4-scale model of 40 ft long girder was tested to determine its suitability for use as floor beam in building where space was required for installation of pipes and ducts between floor slab and ceiling below; inclined and vertical members were precast and booms were cast in situ; lower boom was prestressed; structural data, design loads, and results concerning applied failure loads are given.
Test of prestressed precast lattice girder
Concrete Constr Eng
Lantos, G. (Autor:in)
1960
3 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Load test of 120-ft precast, prestressed bridge girder
Engineering Index Backfile | 1958
|Decked Precast and Prestressed Concrete Girder Bridges
British Library Conference Proceedings | 2004
|Pinned, precast struts simplify prestressed girder erection
Engineering Index Backfile | 1965
Continuity in Precast Prestressed Concrete Girder Bridges
British Library Conference Proceedings | 1994
|