Transcription of 3VLI-36/3VLJ-36/3PLVLI-36 COMPOSITE DECKS GRADE 50 …
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3VLI-36/3VLJ-36/3PLVLI-36 COMPOSITE DECKS GRADE 50 …
3 VLI-36 Deck used with TSWs or BPs 3 VLJ-36 Deck used with Side-lap Screws 3 PLVLI-36 Deck used with PunchLok II SystemNominal DimensionsStandard FeaturesOptional FeaturesAllowable 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"8"1 "2"3"4"4"8"22353388446496783910333359402 4399101068205105596407091121138851855662 0674132816681968374785394314931879731783 8699421792229118866944107511861881235696 3102811381231227929001613391455164818112 88435791589169018602003354644743 VLI GR50 ASD | AUGUST 20213 VLI-36/3 VLJ-36/3 PLVLI-36 COMPOSITE DECKSGRADE 50 STEEL ASD3 VLI COMPOSITE PropertiesDeck GageDeck WeightBase Metal ThicknessYield StrengthEffective Moment of Inertiaat Service LoadId = (2Ie+Ig)/3 Effective Section Modulus at Fy = 50 ksiAllowable MomentVertical Web ShearwddtFyId+Id-Se+Se-Mn+/ Mn-/ Vn/ (psf)(in.)
NORMAL WEIGHT CONCRETE (145 pcf) 3VLI GR50 ASD | AUGUST 2021 3VLI-36/3VLJ-36/3PLVLI-36 COMPOSITE DECK-SLABS 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 M no /Ω V no /Ω Total Topping 1 2 3 (psf) …
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