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Design of shell roofs -- 3. North light shell
Design of roof of Beltex Factory, Great Britain; evaluation of internal stresses; shell equation is solved first for top edge, assumed to extend into top beam to intersection with window posts, which are taken as too flexible to restrain shell against rotation of horizontal displacement, but are assumed to be continuous rigid support in vertical direction.
Design of shell roofs -- 3. North light shell
Design of roof of Beltex Factory, Great Britain; evaluation of internal stresses; shell equation is solved first for top edge, assumed to extend into top beam to intersection with window posts, which are taken as too flexible to restrain shell against rotation of horizontal displacement, but are assumed to be continuous rigid support in vertical direction.
Design of shell roofs -- 3. North light shell
Civ Eng (Lond)
Chronowicz, A. (Autor:in)
Civil Engineering ; 51
1956
2 pages
Aufsatz (Zeitschrift)
Englisch
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