A platform for research: civil engineering, architecture and urbanism
Prestressed concrete roof beams at Tiverton
Illustrated data on roof beams of 54 ft 7 in. in length; beams are of I section; near ends cross section is rectangular; cable in tensile zone comprising 40 0.2-in. cold drawn steel wires with tensile strength of about 103 tons per sq in.; description of Magnel-Blaton system of prestressing; weight of each beam is about 6 3/4 tons.
Prestressed concrete roof beams at Tiverton
Illustrated data on roof beams of 54 ft 7 in. in length; beams are of I section; near ends cross section is rectangular; cable in tensile zone comprising 40 0.2-in. cold drawn steel wires with tensile strength of about 103 tons per sq in.; description of Magnel-Blaton system of prestressing; weight of each beam is about 6 3/4 tons.
Prestressed concrete roof beams at Tiverton
Concrete Constr Eng
1949
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Prestressed concrete roof beams at Victoria station, Sheffield
Engineering Index Backfile | 1954
Prestressed concrete and prestressed steel roof
Engineering Index Backfile | 1955
|Unique prestressed concrete roof
Engineering Index Backfile | 1964
Lift-slab concrete roof prestressed
Engineering Index Backfile | 1952
|Design of doubly curved suspended cable roof with prestressed concrete beams
Engineering Index Backfile | 1968
|