3VLI-36/3VLJ-36/3PLVLI-36 COMPOSITE DECKS GRADE 50 …

1 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.)

2 (ksi)(in4/ft)(in4/ft)(in3/ft)(in3/ft)(lb -ft/ft)(lb-ft/ft)(lb/ft) 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 NORMAL WEIGHT concrete (145 pcf)3 VLI GR50 ASD | AUGUST 20213 VLI-36/3 VLJ-36/3 PLVLI-36 COMPOSITE DECK-SLABSM aximum Unshored SpansComposite Deck-Slab PropertiesSlab DepthDeck GageMaximum Unshored Construction Clear SpanConcrete + DeckDeflectionMomentShearId = (Icr+Iu)/2 Mno/ Vno/ TotalTopping123(psf)(in4/ft)(kip-ft/ft)( kip/ft)

3 5 2 2210'-0"10'-9"11'-1" '-9"12'-6"12'-11" '-3"13'-11"14'-5" '-8"15'-2"14'-10" '-4"16'-8"15'-8" 3 228'-10"8'-7"9'-9" '-5"11'-1"11'-5" '-4"12'-4"12'-9" '-8"13'-6"13'-8" '-4"15'-2"14'-6" 4 228'-3"7'-6"8'-6" '-8"10'-4"10'-8" '-9"11'-7"11'-11" '-2"12'-7"13'-0" '-10"14'-3"13'-11" : 1. For high loads long term concrete creep should be See COMPOSITE Deck-Slab Strength Web Based Solutions for alternate slabs or LRFD : 1. Maximum unshored spans do not consider web-crippling. Required bearing should be determined based on specific span conditions. Superimposed Allowable Load, Wn/ , Limited by L/360 (psf)NWC (145 pcf), f c = 3000 psiTotal Slab DepthDeck GageSpan (ft-in.)8'-0"9'-0"10'-0"11'-0"12'-0"13 -0"14'-0"15'-0"16'-0"5"22389298233185148 1209779642047136328522818415012410284195 4642233326721416813510990186154763772912 2417614111594167605824243192451931541251 036 "225093893032401911541241008020618475373 2972401951591311071971955543735028423319 2159132188116274963993252682221851551610 077826225024123412862402047 " GR50 ASD | AUGUST 20213 VLI-36/3 VLJ-36/3 PLVLI-36 COMPOSITE DECK-SLABSLIGHT WEIGHT concrete (110 pcf) Unshored SpansComposite Deck-Slab PropertiesSlab DepthDeck GageMaximum Unshored Construction Clear SpanConcrete + DeckDeflectionMomentShearId = (Icr+Iu)/2 Mno/ Vno/ TotalTopping123(psf)(in4/ft)(kip-ft/ft)( kip/ft)

4 5 2 2211'-1"11'-10"12'-3" '-7"13'-8"14'-2" '-1"15'-3"15'-5" '-6"16'-8"15'-10" '-3"17'-9"16'-9" 2 2210'-7"11'-4"11'-9" '-2"13'-2"13'-7" '-9"14'-8"14'-11" '-2"16'-0"15'-5" '-10"17'-3"16'-3" 31/4 2210'-0"10'-9"11'-1" '-9"12'-6"12'-11" '-3"13'-11"14'-4" '-8"15'-2"14'-10" '-4"16'-7"15'-8" : 1. Maximum unshored spans do not consider web-crippling. Required bearing should be determined based on specific span conditions. Superimposed Allowable Load, Wn/ , Limited by L/360 (psf)LWC (110 pcf), f c = 3000 psiTotal Slab DepthDeck GageSpan (ft-in.)8'-0"9'-0"10'-0"11'-0"12'-0"13 -0"14'-0"15'-0"16'-0"5 2238129423218614511491746120458355270203 1561239880661952839528721616613110485701 8592416303227175138110897416654459334251 19315212299815 2241932325420316513511191762050439030824 8202160128104861958145135828121617013611 1911865250739429622817914311696168015954 3332525119715812810561/4 2248137029123318815412610486205794483542 8423219015813211019669518411332271224187 1571301875058346337530825520516613716924 720574464358281225183151 Notes: 1.

5 For high loads long term concrete creep should be See COMPOSITE Deck-Slab Strength Web Based Solutions for alternate slabs or LRFD GR50 ASD | AUGUST 20213 VLI-36/3 VLJ-36/3 PLVLI-36 COMPOSITE : Design defects that could cause injury or death may result from relying on the information in this document without independent verification by a qualified professional. The information in this document is provided AS IS . Nucor Corporation and its affiliates expressly disclaim: (i) any and all representations, warranties and conditions and (ii) all liability arising out of or related to this document and the information in it. DRAMIX is a registered trademark of COMPOSITE Deck-Slab Information f c = 3000 psiTotal Slab Depth(in.)

6 Cover Depth(in.)Theoretical concrete Volume(yd3/100 ft2)Min. As for T&S( )Recommended Reinforcing for Temperature and ShrinkageWWR (OR) Bekaert Dramix Steel Fiber Alternate to WWR (lb/yd3)4D 65/60 BGNormal Weight concrete (145 pcf) 2 3 4 Weight concrete (110 pcf) 2 3 : 1. FRC reinforcement is based on IAPMO UES Dramix fibers may be used in UL or ULC fire rated assemblies in lieu of WWR. See UL file R19307 for additional information on Bekaert Dramix fibers contact 770-514-2295 or