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Primary types of failure to be guarded against, namely, deformation to unserviceability, and progressive overstressing and breakdown of resistance; substitution of load factor for stress factor as basis of design. First of two Cantor Lectures before Roy Soc Arts. (See also Engineering v 175 n 4546 Mar 13 1953 p 343-4)
Primary types of failure to be guarded against, namely, deformation to unserviceability, and progressive overstressing and breakdown of resistance; substitution of load factor for stress factor as basis of design. First of two Cantor Lectures before Roy Soc Arts. (See also Engineering v 175 n 4546 Mar 13 1953 p 343-4)
Safety factor in construction
Civ Eng (Lond)
Gardner, G.A. (Autor:in)
1953
3 pages
Aufsatz (Zeitschrift)
Englisch
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