A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
New prestressed concrete Jetty on Thames at Erith
Jetty is L-shaped in plan; straight approach arm consists of eight bays of 50-ft span and jetty head comprises 22 bays of 25-ft span; angle formed between approach arm and head is 79°; precast prestressed concrete construction adopted for main structural members with in situ concrete deck slab. (See also Surveyor v 116 n 3426 Dec 21 1957 p 1313-5; Engineering v 185 n 4792 Jan 10 1958 p 47-8)
New prestressed concrete Jetty on Thames at Erith
Jetty is L-shaped in plan; straight approach arm consists of eight bays of 50-ft span and jetty head comprises 22 bays of 25-ft span; angle formed between approach arm and head is 79°; precast prestressed concrete construction adopted for main structural members with in situ concrete deck slab. (See also Surveyor v 116 n 3426 Dec 21 1957 p 1313-5; Engineering v 185 n 4792 Jan 10 1958 p 47-8)
New prestressed concrete Jetty on Thames at Erith
Civ Eng (Lond)
Civil Engineering ; 53
1958
3 pages
Article (Journal)
English
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New prestressed concrete jetty on Thames at Erith
Engineering Index Backfile | 1957
New prestressed concrete Jetty on Thames at Erith
Engineering Index Backfile | 1958
Design and construction of Erith jetty
| Engineering Index Backfile | 1961
Reinforced concrete jetty on the thames
Engineering Index Backfile | 1928
| Engineering Index Backfile | 1958