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Partial factors of safety

The self-weight was calculated using the unit weight of concrete specified above. The imposed dead load was 3 kN/m, including the load of masonry infill walls, and the live load was 1.5 kN/m. The above loads were combined using partial factors of safety of 1.4 for the permanent loads, and 1.6 for the live load. Material partial factors of 1.5 and 1.15 were used for concrete and steel, respectively. [Pg.307]

Ym partial factor of safety for stone tensile strength recommendation, 1,5... [Pg.3105]

See other pages where Partial factors of safety is mentioned: [Pg.121]    [Pg.559]   
See also in sourсe #XX -- [ Pg.39 , Pg.124 , Pg.125 , Pg.126 , Pg.127 , Pg.159 , Pg.160 ]



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Factors of safety

Safety partial factors

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