2VLI-36/2VLJ-36/2PLVLI-36 COMPOSITE DECKS LRFD …

1 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.)

2 (ksi)(in4/ft)(in4/ft)(in3/ft)(in3/ft)(lb -ft/ft)(lb-ft/ft)(lb/ft) 2 VLI deck -36 used with TSWs or BPs 2 VLJ deck -36 used with Side-lap Screws 2 PLVLI deck -36 used with PunchLok II SystemNORMAL WEIGHT CONCRETE (145 pcf)2 VLI GR50 LRFD | AUGUST 20212 VLI-36/2 VLJ-36/2 PLVLI-36 COMPOSITE : 1. For high loads long term concrete creep should be Use COMPOSITE deck -Slab Strength Web Based Solutions for alternate slabs or ASD : 1. Maximum unshored spans do not consider web-crippling. Required bearing should be determined based on specific span Unshored SpansComposite deck -Slab PropertiesSlab DepthDeck GageMaximum Unshored Construction Clear SpanConcrete + DeckDeflectionMomentShearId = (Icr+Iu)/2 Mno VnoTotalTopping123(psf)(in4/ft)(kip-ft/f t)(kip/ft)4 2 227'-10"9'-0"9'-3" '-5"10'-4"10'-8" '-1"11'-7"11'-11" '-6"12'-7"12'-7" '-4"14'-1"13'-3" 3 226'-10"7'-10"8'-1" '-2"9'-0"9'-4" '-0"10'-1"10'-5" '-4"11'-0"11'-4" '-1"12'-6"12'-1" 4 226'-5"7'-3"7'-6" '-7"8'-4"8'-8" '-5"9'-4"9'-8" '-9"10'-2"10'-6" '-6"11'-7"11'-7" Superimposed Design Load, Wn, / Deflection at L/360 (psf)NWC (145 pcf), f c = 3000 psiTotal Slab DepthDeck GageSpan (ft-in.)

3 6'-0"7'-0"8'-0"9'-0"10'-0"11'-0"12'-0"14 '-0"4 22752/837540/527403/353309/248241/180192 /135154/104101/6520899/895648/563485/377 374/265294/193235/145190/111127/70191034 /947747/596561/399434/280342/204275/1532 24/118152/74181157/994837/626630/419488/ 294386/214311/161254/124174/78161417/109 01029/686776/459603/323480/235388/176318 /136221/855 221077/2088774/1315576/881441/618345/451 273/338219/261143/164201294/2224933/1401 698/938537/659422/480337/361272/278182/1 75191494/23471080/1478811/990626/695494/ 507397/380322/293219/184181677/24561214/ 1546913/1036707/727560/530451/398368/307 252/193162068/26811501/16881133/1131881/ 794700/579566/435465/335323/2116 221373/3395987/2138737/1432565/1006442/7 33351/551282/424185/267201655/36071194/2 271895/1521690/1068543/779434/585352/450 237/283191916/37981385/23911041/1602805/ 1125637/820512/616417/474284/298182155/3 9681561/24981176/1674911/1175722/857583/ 643476/496328/312162532/43211838/2721138 7/18231078/1280858/933694/701570/540396/ 3402 VLI GR50 LRFD | AUGUST 20212 VLI-36/2 VLJ-36/2 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 VnoTotalTopping123(psf)(in4/ft)(kip-ft/f t)(kip/ft)

4 4 2 228'-8"9'-10"10'-2" '-5"11'-4"11'-9" '-1"12'-8"13'-0" '-5"13'-9"13'-5" '-1"15'-0"14'-2" 2 228'-3"9'-5"9'-9" '-11"10'-10"11'-3" '-7"12'-1"12'-6" '-0"13'-2"13'-0" '-8"14'-6"13'-8" 31/4 227'-9"8'-10"9'-2" '-4"10'-2"10'-6" '-0"11'-5"11'-9" '-5"12'-5"12'-5" '-2"13'-11"13'-1" : 1. For high loads long term concrete creep should be Use COMPOSITE deck -Slab Strength Web Based Solutions for alternate slabs or ASD : 1. Maximum unshored spans do not consider web-crippling. Required bearing should be determined based on specific span conditions. Superimposed Design Load, Wn, / Deflection at L/360 (psf)LWC (110 pcf), f c = 3000 psiTotal Slab DepthDeck GageSpan (ft-in.)6'-0"7'-0"8'-0"9'-0"10'-0"11'-0" 12'-0"14'-0"4 22727/644525/405394/271304/190239/139191 /104155/80105/5020864/695625/437470/2933 64/205288/150232/112189/86129/5419989/74 0717/466541/312420/219333/159269/120220/ 92152/58181103/779801/491604/329470/2313 74/168302/126248/97173/61161342/860976/5 42739/363576/255459/185373/139308/107216 /674 22830/898599/565449/378346/266273/194218 /145177/112119/7020988/967715/609538/408 416/286329/208265/156216/120148/76191133 /1028821/647619/433480/304381/222308/166 252/128174/80181264/1082918/681693/45653 9/320428/233347/175285/135198/85161541/1 1921121/750848/503661/353528/257429/1933 53/149248/9351/4

5 22994/1393717/877538/587414/412326/30026 1/226212/174142/109201186/1497858/943645 /631500/443395/323318/243259/187177/1171 91363/1590988/1001745/671578/471459/3433 70/258303/198210/125181523/16721105/1053 835/705649/495516/361418/271343/209239/1 31161863/18391355/11581026/775800/545638 /397518/298427/229300/1442 VLI GR50 LRFD | AUGUST 20212 VLI-36/2 VLJ-36/2 PLVLI-36 COMPOSITE deck -SLABSLRFDNOTICE: 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 : 1. FRC reinforcement is based on IAPMO UES Dramix fibers may be used in UL or ULC fire rated assemblies in lieu of WWR.

6 See UL file R19307 for additional information on Bekaert Dramix fibers contact 770-514-2295 or COMPOSITE deck -Slab Information f c = 3000 psiTotal Slab Depth(in.)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