A platform for research: civil engineering, architecture and urbanism
Kincardine-on-Forth bridge
Continuation of description indexed in Feb 21 and 28 issues of same journal under heading of BRIDGE PIERS -- Construction; bridge especially notable for swing span with weight of 1600 tons and length of 364 ft; this is flanked on each side by seven 100-ft steel spans; from northern bank, bridge is approached by embankment and three 60-ft steel spans; design and construction methods described. (See also - n 4205 Aug 14 1936 p 163-5 and 160; Engineering v 142 n 3693 and 3698 Oct 23 1936 p 435-8 and 448 and Nov 27 p 578-6, supp plates)
Kincardine-on-Forth bridge
Continuation of description indexed in Feb 21 and 28 issues of same journal under heading of BRIDGE PIERS -- Construction; bridge especially notable for swing span with weight of 1600 tons and length of 364 ft; this is flanked on each side by seven 100-ft steel spans; from northern bank, bridge is approached by embankment and three 60-ft steel spans; design and construction methods described. (See also - n 4205 Aug 14 1936 p 163-5 and 160; Engineering v 142 n 3693 and 3698 Oct 23 1936 p 435-8 and 448 and Nov 27 p 578-6, supp plates)
Kincardine-on-Forth bridge
Engineer
Engineer ; 162
1936
2 pages
Supp
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1937
Engineering Index Backfile | 1936
Kincardine-on-Forth road bridge
Engineering Index Backfile | 1936
|Engineering Index Backfile | 1936
Engineering Index Backfile | 1936