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Rigidity of end walls and cladding on pole buildings
Wall and roof deflections of 2 36 × 45 ft clear-span, pole-type, sheet metal covered buildings evaluated; conventionally designed roof frame utilizing 95% more lumber than experimental one supported only 75% as much simulated gravity load.
Rigidity of end walls and cladding on pole buildings
Wall and roof deflections of 2 36 × 45 ft clear-span, pole-type, sheet metal covered buildings evaluated; conventionally designed roof frame utilizing 95% more lumber than experimental one supported only 75% as much simulated gravity load.
Rigidity of end walls and cladding on pole buildings
Agric Eng
Hurst, H.T. (Autor:in) / Mason, Jr., J.P.H. (Autor:in)
1961
4 pages
Aufsatz (Zeitschrift)
Englisch
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