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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; Civ Eng (Lond) v 53 n 620 Feb 1958 p 157-9)
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; Civ Eng (Lond) v 53 n 620 Feb 1958 p 157-9)
New prestressed concrete Jetty on Thames at Erith
Engineering
Engineering ; 185
1958
2 pages
Aufsatz (Zeitschrift)
Englisch
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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
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