Laserfiche WebLink
Composite Deck w/Point Loading - Gar SW 'AJ*t L I.A4"sU1NAr-9 ND Cor'C't'lgv'tiON W1-flj '© <br /> Conc Slab Thickness,t, 6 =in,above the steel deck Deck Weight 88 psi <br /> Depth of Deck <br /> Total Deck Thickness,h 8 in,deck+slab <br /> Topping Thickness,t, 0 in <br /> f'c 5 ksi <br /> Deck Weight 75 psi <br /> Flute Center-Center Dim 12 "in <br /> Added Rebar CL Above Bot of Deck 1.125 in <br /> SDL 15 of <br /> 11-1 250 psf <br /> Concentrated Load 25000 lbs <br /> Concentrated Load Length,b3 14 in <br /> Concentrated Load Width,bZ 24 .In <br /> 11-2(Applied w/Point Load) 0 psf <br /> Moment rib-in/ft) Moment(!bit/ft) <br /> L(ft) Mot M u-J M a,nl.tt-a M»o M n(lb-ft/ft) M 0(lb-ft/ft) <br /> 4 2475 6000 60417 31579 5741 9103 <br /> 5 3867 9375 79167 30000 7701 12192 <br /> 6 5569 13500 97917 28800 9749 15412 <br /> 7 7069 17137 112167 28065 11364 17947 <br /> 7.5 8701 21094 126042 27153 12986 20488 <br /> 8 9900 24000 135417 25839 14110 22246 <br /> 9 12530 30375 - 154167 23559 16423 25859 <br /> 10 15469 37500 172917 21649 18824 29602 <br /> Reactions(Allowable,Pif) <br /> End Intermediate <br /> L(ft) Superimposed As,req/flute <br /> Equivalent(psf) DL LL-1 1L-2+H2O DL LL-1 LL-2 <br /> 4 2795 0.30 206 500 4167 516 1250 4167 <br /> 5.5 2389 0.41 258 625 4167 645 1563 0 <br /> 6 2091 0.52 309 750 4167 773 1875 0 <br /> 7 1914 0.6/2 x349 ( 845 67 871 2113 0 <br /> 7.25 1772 0.70 387 41 <br /> 938 4167 967 2344 0 <br /> 8 1689 0.77 413 1000 4267 1031 2500 0 <br /> 9 1547 0.91 464 1125 4167 1160 2813 0 <br /> 10 1431 1.05 516 1250 4167 1289 3125 0 <br /> I-1.j"344) (te.11") <br /> 9,01 .0- <br /> 0 Project: McClean Launchpad <br /> Item: Composite Deck Flexural Calculation <br /> Date: 12/6/2016 <br /> Engineer: SWJ <br /> Sheet: <br />