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Renewal of dunfermline motive depot roof in concrete
Design of roof based on use of prestressed concrete for all structural members; only gutter units, walkway slabs, columns and foundations were reinforced concrete; primary beams are of I section, 3 ft 9 in. deep by 1 ft 3 in. flange width; they span 57 ft 6 in. and support end reactions of four secondary beams; each primary is prestressed with five post-tensioning cables of 12 wires.
Renewal of dunfermline motive depot roof in concrete
Design of roof based on use of prestressed concrete for all structural members; only gutter units, walkway slabs, columns and foundations were reinforced concrete; primary beams are of I section, 3 ft 9 in. deep by 1 ft 3 in. flange width; they span 57 ft 6 in. and support end reactions of four secondary beams; each primary is prestressed with five post-tensioning cables of 12 wires.
Renewal of dunfermline motive depot roof in concrete
Civ Eng (Lond)
Civil Engineering ; 51
1956
3 pages
Article (Journal)
English
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