A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Hangars at London airport -- Design of large span prestressed concrete beams
Use of prestressed concrete in primary and secondary beams of block of 10 hangars; primary beams were 150 ft clear span and were cast in situ; secondary beams were 110 ft clear span and were precast in segments 7 ft 2 in. long; each hangar is 110 ft deep and 180 ft long; 45% of roof area glazed; static calculation.
Hangars at London airport -- Design of large span prestressed concrete beams
Use of prestressed concrete in primary and secondary beams of block of 10 hangars; primary beams were 150 ft clear span and were cast in situ; secondary beams were 110 ft clear span and were precast in segments 7 ft 2 in. long; each hangar is 110 ft deep and 180 ft long; 45% of roof area glazed; static calculation.
Hangars at London airport -- Design of large span prestressed concrete beams
Structural Engr
Harris, A.J. (author)
Structural Engineer ; 30
1952
10 pages
Article (Journal)
English
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Prestressed concrete hangars at London airport
Engineering Index Backfile | 1953
Prestressed concrete hangars at London airport
Engineering Index Backfile | 1953
Prestressed concrete hangars at London airport
Engineering Index Backfile | 1953
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