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6GCO66X 6" Standard .75" Cover <br />PRONTO v2.11 Precast/Prestressed Concrete Beam Selection Aid <br />(c) Copyright LEAP Software, Inc, 91-92. All rights reserved <br />SHEET *ZZ OF <br />JOB NO GENERAL <br />DATE 11-19-9S <br />BY JLK <br />------------------------------------ <br />Section:6GCSPCS <br />------------------------------------------ <br />;Job Id:LOADTABLES FOR 6GCSPCS <br />FT WIDE 2EXT.STR <br />B 60% <br />Type <br />:HOL000RE <br />Gate <br />Concrete Products <br />Company <br />Strand :3/8-25OK-LL <br />1402 Heckscher Drive <br />Jacksonville, <br />FL 32218 <br />250K <br />Lo Relax <br />67% <br />,Phone: (904) 757-0860 <br />--------------------- <br />DIMENSIONS (In) <br />-------------------------------------- <br />PROPERTIES <br />Precast <br />Precast height: 6.00 <br />Area,In2 <br />196.8 <br />Flange width <br />: 48.00 <br />M.I.,In4 <br />779.0 <br />Flange thick <br />: 1.00 <br />Yt,In <br />3.02 <br />Web <br />width <br />: 17.50 <br />Yb,In <br />2.98 <br />UnitWt,Lb/Ft3: <br />140 <br />Elast,K/ln2 : <br />3865.4 <br />------------------------------------------------------------------------------- <br />CONCRETE STRENGTH (psi) <br />ALLOW STRESS (psi) <br />Camp <br />Tension <br />Rel <br />(f'ci): <br />3000 ( <br />4500) <br />Rel : 0.60*f'ci= <br />1800.0 <br />6.0*sgrt(f'ci)= <br />-328.6 <br />Final (f'c): <br />5000 <br />Final: 0.45*f'c <br />= 2250.0 <br />6.0*sgrt <br />f'c) <br />= -424.3 <br />----------- --------------------------------------------------------------------- <br />LOAOING Self Wt= 191.3 <br />Lb/Ft ; CONSTANTS U=1.0*[1.4*0L+1.7*LL] <br />Shoringg: <br />N/A <br />SW Mult: Rel <br />=1.00 <br />Final=1.00 <br />Shr <br />S T <br />Yes <br />SOL-P <br />= 0.0 <br />+ <br />Lb/Ft2 Phi : Flex=0.90 <br />Shear=0.85 <br />Masking: <br />No <br />--------------------- <br />Losses : Rel <br />Hum=75.0% <br />Hours=24.0 <br />V/S=1.32 <br />----------- <br />Fattirn:66-S <br />Fpu:250 <br />No: 6.00 Ksi-Lo Relax <br />As: 0.48 <br />in2 <br />Pull:67% <br />Ee: <br />2.04in <br />Em: 2.04in <br />Fy=60K/In2 Fs= 30K/In2 <br />Shear <br />method: BRIEF <br />-------------------------------------------------------------------------------- <br />f'ci <br />---Camber-- -LL <br />---- Av---- <br />--Critical Point - <br />Span <br />LL <br />Regd <br />Ast <br />Erec Final Defl <br />End <br />1/4L <br />Loss <br />Loc <br />Ft <br />Fb <br />Ft <br />Lb/Ft2 Lb/In2 <br />In2 <br />In In In <br />In2/Ft <br />% <br />Ft (psi) <br />(psi) <br />-------------------------------------------------------------------------------- <br />8.0 <br />611*s <br />1577 <br />0.00 <br />0.1 0.2 -0.1 <br />0.00 <br />0.00 <br />14.3 <br />3.2 <br />750 <br />-45 <br />9.0 <br />505*3 <br />1567 <br />0.00 <br />0.2 0.2 -0.1 <br />0.00 <br />0.00 <br />14.1 <br />3.6 <br />808 <br />-100 <br />10.0 <br />425s <br />1557 <br />0.00 <br />0.2 0.2 -0.1 <br />0.00 <br />0.00 <br />13.9 <br />4.0 <br />865 <br />-155 <br />11.0 <br />361s <br />1547 <br />0.00 <br />0.2 0.3 -0.2 <br />0.00 <br />0.00 <br />13.7 <br />5.5 <br />956 <br />-243 <br />12.0 <br />297s <br />1537 <br />0.00 <br />0.2 0.3 -0.2 <br />0.00 <br />0.00 <br />13.5 <br />6.0 <br />960 <br />-245 <br />13.0 <br />248s <br />1527 <br />0.00 <br />0.3 0.4 -0.2 <br />0.00 <br />0.00 <br />13.2 <br />6.5 <br />964 <br />-247 <br />14.0 <br />208s <br />1518 <br />0.00 <br />0.3 0.4 -0.2 <br />0.00 <br />0.00 <br />13.0 <br />7.0 <br />969 <br />-249 <br />15.0 <br />176s <br />1509 <br />0.00 <br />0.3 0.4 -0.3 <br />0.00 <br />0.00 <br />12.7 <br />7.5 <br />974 <br />-252 <br />16.0 <br />150s <br />1499 <br />0.00 <br />0.3 0.4 -0.3 <br />0.00 <br />0.00 <br />12.4 <br />8.0 <br />979 <br />-255 <br />17.0 <br />129s <br />1490 <br />0.00 <br />0.4 0.4 -0.3 <br />0.00 <br />0.00 <br />12.0 <br />3.5 <br />985 <br />-258 <br />18.0 <br />1103 <br />1482 <br />0.00 <br />0.4 0.4 -0.3 <br />0.00 <br />0.00 <br />11.7 <br />9.0 <br />991 <br />-261 <br />19.0 <br />95s <br />1473 <br />0.00 <br />0.4 0.4 -0.4 <br />0.00 <br />0.00 <br />11.3 <br />9.5 <br />997 <br />-264 <br />20.0 <br />82s <br />1464 <br />0.00 <br />0.3 0.4 -0.4 <br />0.00 <br />0.00 <br />10.9 <br />10.0 <br />1004 <br />-268 <br />21.0 <br />71s <br />'1456 <br />0.00 <br />03 0.4 -0.4 <br />0.00 <br />0.00 <br />10.5 <br />10.5 <br />1011 <br />-271 <br />22.0 <br />61s <br />1447 <br />0.00 <br />0..3 0.3 -0.4 <br />0.00 <br />0.00 <br />10.0 <br />11.0 <br />1019 <br />-275 <br />Z3.0 <br />52s <br />1439 <br />0.00 <br />0.2 0.2 -0.4 <br />0.00 <br />0.00 <br />9.6 <br />11.5 <br />1027 <br />-279 <br />24.0 <br />45s <br />1431 <br />0.00 <br />0.2 0.1 -0.4 <br />0.00 <br />0.00 <br />9.1 <br />12.0 <br />1035 <br />-283 <br />25.0 <br />38s <br />1423 <br />0.00 <br />0.1 -0.0 -0.4 <br />0.00 <br />0.00 <br />8.6 <br />12.5 <br />1043 <br />-297 <br />26.0 <br />32s <br />1416 <br />0.00 <br />-0.0 -0.2 -0.4 <br />0.00 <br />0.00 <br />8.1 <br />13.0 <br />1052 <br />-292 <br />LL suffix : c=Ult Conc, s=Ult Stl, v=Shear, Blank=Wk Stress, *=Crk Ratio ( 1.2 <br />f'ci suffix: m=Masking Assumed, r=Req Rel > f'ci <br />Span suffix: b=Effective width violates ACI Sec. 8.10.2. <br />Gate Concrete Products Company <br />.Jacksomrille, Florida <br />