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Design of nail-laminated two hinged semi-circular timber arches
Analysis and design of arches with constant cross-section and with vertically and horizontally laminated arch ribs for spans from 20 to 80 ft at 10-ft intervals; numerical design computations are made for timber of Eastern Canadian Species, but study may be applied to timber of other species; arch of 50 ft span was chosen as design example to illustrate design procedure; design loads, working stresses and some design simplifications are analyzed; design computations are given for vertical and horizontal laminations.
Design of nail-laminated two hinged semi-circular timber arches
Analysis and design of arches with constant cross-section and with vertically and horizontally laminated arch ribs for spans from 20 to 80 ft at 10-ft intervals; numerical design computations are made for timber of Eastern Canadian Species, but study may be applied to timber of other species; arch of 50 ft span was chosen as design example to illustrate design procedure; design loads, working stresses and some design simplifications are analyzed; design computations are given for vertical and horizontal laminations.
Design of nail-laminated two hinged semi-circular timber arches
Nova Scotia. Tech College -- Dept Civ Eng -- Essays Timber Timber Structures
Choi, M. (author) / Mazur, S.J. (author)
1966
26 pages
Article (Journal)
English
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