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Calculation of shell roofs without stiffening beams
Shed is 1525 ft long and 199 ft wide, covered by thin reinforced concrete vaults of 50-ft span; thickness of vaults increases from 3 in. at crown to 5 in. at springings; thrust of vaults is resisted at each end of building by reinforced concrete counterforts; static calculation.
Calculation of shell roofs without stiffening beams
Shed is 1525 ft long and 199 ft wide, covered by thin reinforced concrete vaults of 50-ft span; thickness of vaults increases from 3 in. at crown to 5 in. at springings; thrust of vaults is resisted at each end of building by reinforced concrete counterforts; static calculation.
Calculation of shell roofs without stiffening beams
Concrete Constr Eng
Paduart, A. (Autor:in)
1952
3 pages
Aufsatz (Zeitschrift)
Englisch
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