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Glasgow hall utilizes concrete arches of 110-ft. span
Roof structure of Kelvin Hall, Glasgow, made up of series of bowstring arches; secondary stresses important; three roof spans of 110 ft. each and one of 60 ft.; lengths normal to spans are 458 ft. and 331 ft. respectively; calculations of main roof principles were based on design of bowstring girders having negligible moment of inertia in tie.
Glasgow hall utilizes concrete arches of 110-ft. span
Roof structure of Kelvin Hall, Glasgow, made up of series of bowstring arches; secondary stresses important; three roof spans of 110 ft. each and one of 60 ft.; lengths normal to spans are 458 ft. and 331 ft. respectively; calculations of main roof principles were based on design of bowstring girders having negligible moment of inertia in tie.
Glasgow hall utilizes concrete arches of 110-ft. span
Eng. News-Rec
Scott, W.L. (Autor:in)
Engineering News Record ; 100
1928
2 pages
3 Figs.
Aufsatz (Zeitschrift)
Englisch
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