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Steel arch bridge having span 1652 ft. long and rise of 266 ft.; load conditions; wind-bracing systems; provision for erection stresses; erection program; erection bents; jacking; hinge and pedestal details; discussion by C. W. Hudson, D. B. Steinman, G. Lindenthal, Ch. E. Fowler; chord size and arrangement; large arch erection in Australia; tabulated comparison of large steel arches; planning erection. (See also - discussion p 509-515)
Steel arch bridge having span 1652 ft. long and rise of 266 ft.; load conditions; wind-bracing systems; provision for erection stresses; erection program; erection bents; jacking; hinge and pedestal details; discussion by C. W. Hudson, D. B. Steinman, G. Lindenthal, Ch. E. Fowler; chord size and arrangement; large arch erection in Australia; tabulated comparison of large steel arches; planning erection. (See also - discussion p 509-515)
Design and erection -- Kill van Kull arch
Am. Soc. Civil Engrs. -- Proc
Dana, A. (author)
1930
10 pages
3 Figs.
Article (Journal)
English
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