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6GC106X <br />6" Standard <br />.75" <br />Cover <br />PRONTO <br />v2.11 Precast/Prestressed <br />Concrete Beam Selection <br />Aid <br />' SHEET 7-1 OF <br />(c) Copyright <br />LEAP Software, Inc, 91-92. All <br />rights <br />reserved <br />f JOB <br />NO GENERAL <br />DATE 11=19-98 <br />------------------------------------------------------------------------------- <br />BY <br />JLK <br />Section:6GCSPCS <br />'Job Id:LOAOTABLES FOR 6GCSPCS <br />FT WIDE 2EXT.STR <br />@ 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 32213 <br />250K <br />Lo Relax <br />68% <br />,Phone: (904) 757-0860 <br />------------------------------------------------------------------------------- <br />DIMENSIONS (In) <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/In2 : <br />3865.4 <br />------------------------------------------------------------------------------- <br />CONCRETE STRENGTH (psi) <br />ALLOW STRESS (psi) <br />Comp <br />Tension <br />Rel <br />(f'ci): <br />3000 ( <br />4500) <br />Rel : 0.60zf'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.Ozsgrt((f'c) <br />= -424.3 <br />------------------------------------------------------------------------------- <br />LOAOING Self Wt= 191.3 <br />Lb/Ft S CONSTANTS U=1.0*[1.4*DL+1.7*LL] <br />Shoring: <br />N/A <br />SW Mult: Rel <br />=1.00 <br />Final=1.00 Shr <br />St <br />Yes <br />SOL-P <br />= 0.0 <br />r <br />Lb/Ft2 Phi : Flex=0.90 <br />Shear=0.85 Masking: <br />No <br />------------------------------- <br />Losses : Rel <br />--------------------------------------- <br />Hum=75.0% <br />Hours=24.0 <br />V/S=1.82 <br />STEEL <br />Pattiern:106-S Fpu:250 <br />No:10.00 Ksi-Lo Relax <br />As: 0.80 <br />in2 <br />Pull:63X <br />Ee: <br />2.04in <br />Em: 2.04in <br />Fy=6OK/In2 Fs= 30K/In2 <br />Shear <br />method: BRIEF <br />-------------------------------------------------------------------------------- <br />f'ci <br />---Camber-- LL <br />---- Av---- <br />--Critical <br />Point- <br />Spen <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 />X <br />Ft <br />(psi) <br />(psi) <br />-------------------------------------------------------------------------------- <br />11.0 <br />590s <br />2608 <br />0.00 <br />0.4 0.5 -0.3 <br />0.00 <br />0.08 <br />20.6 <br />5.5 <br />1490 <br />-381 <br />12'0 <br />490s <br />2600 <br />0.00 <br />0.4 0.6 -0.3 <br />0.00 <br />0.04 <br />20.4 <br />6.0 <br />1494 <br />-381 <br />13.0 <br />411s <br />2591 <br />0.00 <br />0.5 0.7 -0.4 <br />0.00 <br />0.00 <br />20.1 <br />6.5 <br />1498 <br />-382 <br />14.0 <br />349s <br />2583 <br />0.00 <br />0.6 0.3 -0.4 <br />0.00 <br />0.00 <br />19.9 <br />7.0 <br />1502 <br />-382 <br />15.0 <br />299s <br />2575 <br />0.00 <br />0.6 0.9 -0.5 <br />0.00 <br />0.00 <br />19.6 <br />7.5 <br />1502 <br />-383 <br />16.0 <br />258s <br />2567 <br />0.00 <br />0.7 0.9 -0.5 <br />0.00 <br />0.00 <br />19.3 <br />8.0 <br />1512 <br />-383 <br />17.0 <br />224s <br />2560 <br />0.00 <br />0.8 1.0 -0.6 <br />0.00 <br />0.00 <br />18.9 <br />8.5 <br />1517 <br />-384 <br />13.0 <br />196s <br />2553 <br />0.00 <br />0.8 1.1 -0.6 <br />0.00 <br />0.00 <br />13.6 <br />9.0 <br />1523 <br />-385 <br />19.0 <br />172s <br />2546 <br />0.00 <br />0.9 1.1 -0.7 <br />0.00 <br />0.00 <br />18.2 <br />9.5 <br />1529 <br />-386 <br />20.0 <br />151s <br />2539 <br />0.00 <br />0.9 1.2 -0.7 <br />0.00 <br />0.00 <br />17.8 <br />10.0 <br />1535 <br />-386 <br />21.0 <br />133s <br />2533 <br />0.00 <br />0.9 1.2 -0.8 <br />0.00 <br />0.00 <br />17.4 <br />10.5 <br />1542 <br />-387 <br />22.0 <br />118s <br />2526 <br />0.00 <br />1.0 1.2 -0.8 <br />0.00 <br />0.00 <br />17.0 <br />11.0 <br />1548 <br />-383 <br />23.0 <br />1053 <br />2520 <br />0.00 <br />1.0 1.2 -0.9 <br />0.00 <br />0.00 <br />16.5 <br />11.5 <br />1556 <br />-389 <br />24.0 <br />93s <br />'2515 <br />0.00 <br />1.0 1.2 -0.9 <br />0.00 <br />0.00 <br />16.0 <br />12.0 <br />1563 <br />-390 <br />25.0 <br />83s <br />2509 <br />0.00 <br />1.0 1.2 -1.0 <br />0.00 <br />0.00 <br />15.6 <br />12.5 <br />1571 <br />-391 <br />26.0 <br />73s <br />2504- <br />0.00 <br />0.9 1.1 -1.0 <br />0.00 <br />0.00 <br />15.0 <br />13.0 <br />1579 <br />-392 <br />27.0 <br />65s <br />2499 <br />0.00 <br />0.9 1.0 -1.0 <br />0.00 <br />0.00 <br />14.5 <br />13.5 <br />1588 <br />-393 <br />28.0 <br />58s <br />2494 <br />0.00 <br />0.3 0.9 -1.1 <br />0.00 <br />0.00 <br />14.0 <br />14.0 <br />1596 <br />-394 <br />29.0 <br />51s <br />2489 <br />0.00 <br />0.7 0.7 -1.1 <br />0.00 <br />0.00 <br />13.4 <br />14.5 <br />1605 <br />-395 <br />30.0 <br />45s <br />2485 <br />0.00 <br />0.6 0.5 -1.1 <br />0.00 <br />0.00 <br />12.8 <br />15.0 <br />1615 <br />-396 <br />31.0 <br />40s <br />2481 <br />0.00 <br />0.4 0.3 -1.1 <br />0.00 <br />0.00 <br />12.2 <br />15.5 <br />1625 <br />-397 <br />32.0 <br />35s <br />2477 <br />0.00 <br />0.2 -0.0 -1.1 <br />0.00 <br />0.00 <br />11.5 <br />16.0 <br />1635 <br />-399 <br />LL suffix : c=Ult Conc, s=Ult Stl, v=Shear, 81ank=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 />Jacksonville, Florida <br />