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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) Load factors (0) corrugated bar straight bar I—panel length or span along straights—I (b) Steel plate floors 911 When designing to BS 5950: Part 1: 2000, the load factors in Table 30.7 should be used. Deflection Deflection of floor plating under the action of dead and imposed loads should not exceed B/100, where B is the minimum spanning dimension of the plate. Table 30.7 Load factors Loading Factor Dead load 1.4 Vertical load 1.6 Horizontal load 1.6 Vertical & horizontal combined 1.4 Fig. 30.2 Open grid flooring. (a) Open bar; (b) diamond pattern; (c) expanded metal; (d) Q-grating
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 912 Floors and orthotropic decks (1O cD < 3 —. 3 c Fig. 30.2 continued a a I 3 5_3
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