Transcription of 2VLI-36/2VLJ-36/2PLVLI-36 COMPOSITE DECKS LRFD …
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2VLI-36/2VLJ-36/2PLVLI-36 COMPOSITE DECKS LRFD …
Nominal DimensionsStandard FeaturesOptional Features2 VLI GR50 LRFD | AUGUST 20212 VLI-36/2 VLJ-36/2 PLVLI-36 COMPOSITE DECKSGRADE 50 STEEL LRFD2 VLI COMPOSITE Inquire regarding cost and lead times for: -Short cuts < 6 -0 -Sheet Lengths > 42 -0 -Alternative metallic and painted finishes Factory Hanger Tabs ASTM A653 SS GR50 Min., with G60 or G90, white or gray primer bottom optional ASTM A1008 SS GR50 Min. with gray primer bottom Standard lengths 6 -0 to 42 -0 IAPMO UES ER-0652 and UL Listed Tables conform to ANSI/SDI C-2017 Design Reactions at Supports Based on Web Crippling, Rn (lb/ft)Bearing Length of WebsOne-Flange LoadingTwo-Flange LoadingDeckGageEnd BearingInterior BearingEnd BearingInterior Bearing1 "2"3"4"4"6"1 "2"3"4"4"6"22556611703781114113125545976 6872913741593207988741002111016341869848 9101015110319972306191065116413301469217 4248011851269140915272685309118134514671 6711843274131171550165618331982341039141 6207122492548280042024751253026912962319 052876037 Section PropertiesDeck GageDeck WeightBase Metal ThicknessYield StrengthEffective Moment of Inertiaat Service LoadId = (2Ie+Ig)/3 Effective Section Modulus at Fy = 50 ksiDesignMomentVertical Web ShearwddtFyId+Id-Se+Se- Mn+ Mn- Vn(psf)(in.)
LIGHT WEIGHT CONCRETE (110 pcf) LRFD WWW.VULCRAFT.COM Maximum Unshored Spans Composite Deck-Slab Properties Slab Depth Deck Gage Maximum Unshored Construction Clear Span Concrete + Deck Deflection Moment Shear I d = (I cr +I u)/2 øM no øV no Total Topping 1 2 3 (psf) (in4/ft) (kip-ft/ft) (kip/ft) 4” 2” 22 8'-8" 9'-10" 10'-2" 29.1 3.19 3 ...
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