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38300 5th Ave (4)
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38300 5th Ave (4)
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2/24/2025 10:36:42 AM
Creation date
2/19/2025 1:51:37 PM
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Building Plans
Street #
38300
Location
5th Ave
Building Plans - Permit #
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6GC126X 6" Standard .75" Cover <br />PRONTO v2.11 Precast/Prestressed Concrete Beam Selection Aid SHEET1.3 OF Z-:Z- <br />(c) Copyright LEAP Software, Inc, 91-92. All rights reserved JOB NO GENERAL <br />DATE 11-19-98 <br />BY JLK <br />------------------------------------------------------------------------------- <br />Section:6GCSPCS ;Job Id:LOADTABLES FOR 6GCSPCS FT WIDE 2EXT.STR 0 60% <br />Type :HOL000RE Gate Concrete Products Company <br />Strand :3/3-25OK-LL 402 Heckscher Drive Jacksonville, FL 32213 <br />250K Lo Relax 68% ;Phone: (904) 757-0860 <br />-------------------- --------------------------------------- <br />DIMENSIONS (In) PROPERTIES Precast <br />Precast height: 6.00 Area,In2 196.8 <br />Flange width : 48.00 M.I.,In4 779.0 <br />Flange thick : 1.00 Yt,In 3.02 <br />Web width : 17.50 Yb,In 2.98 <br />UnitWt,Lb/Ft3: 140 <br />Elast,K/In2 : 3865.4 <br />----------------------------------------------------------------------------- <br />CONCRETE STRENGTH (psi) ALLOW STRESS (psi) Comp Tension <br />Rel (f'ci): 3000 ( 4500) Rel 0.60*f'ci= 1800.0 6.0*sgrt(f'ci)= -328.6 <br />Final (f'c): 5000 Final: 0.45*f'c = 2250.0 6.0*sgr4 f'c) = -424.3 <br />------------------------------------------------------------------------------- <br />LOADING Self Wt= 191.3 Lb/Ft CONSTANTS U=1.0*[1.4*DL+1.7*LL] Shoring: N/A <br />+ SW Mult: Rel =1.00 Final=1.00 Shr Stl: Yes <br />SDL-P = 0.0 Lb/Ft2 1 Phi : Flex=0.90 Shear=0.85 Masking: No <br />Losses : Rel Hum=75.0% Hours=24.0 U/S=1.32 <br />------------------------------- ----------------------------------------------- <br />STEEL <br />Pattern:126-S Fpu:250 No:12.00 Ksi-Lo Relax As: 0.96 in2 Pu11:63x <br />Ee:''2.04in Em: 2.04in Fy=60K/In2 Fs= 30K/In2 Shear method: BRIEF <br />-------------------------------------------------------------------------------- <br />f'ci ---Camber-- LL---- Av---- --Critical Point - <br />Span LL Regd Ast Erec Final Defi End 1/4L Loss Loc Ft Fb <br />Ft Lb/Ft2 Lb/In2 In2 In In In In2/Ft % Ft (psi) (psi) <br />-------------------------------------------------------------------------------- <br />13.0 476 3086r 0.26 0.6 0.8 -0.4 0.00 0.07 23.5 6.5 1707 -424 <br />14.0 405 3079r 0.25 0.7 0.9 -0.5 0.00 0.03 23.3 7.0 1711 -424 <br />15.0 348 3072r 0.24 0.8 1.1 -0.5 0.00 0.00 23.0 7.5 1716 -424 <br />16.0 301 3065r 0.00 0.9 1.2 -0.6 0.00 0.00 22.7 8.0 1721 -424 <br />17.0 262 3058r 0.00 0.9 1.3 -0.7 0.00 0.00 22.3 8.5 1727 -424 <br />18.0 230 3052r 0.00 1.0 1.4 -0.7 0.00 0.00 22.0 9.0 1733 -424 <br />19.0 202 3046r 0.00 1.1 1.5 -0.8 0.00 0.00 21.6 9.5 1739 -424 <br />20.0 179 3040r 0.06 1.2 1.5 -0.9 0.00 0.00 21.2 10.0 1745 -424 <br />21.0 159 3034r 0.00 1.2 1.6 -0.9 0.00 0.00 20.8 10.5 1752 -424 <br />22.0 141 3029r 0.00 1.3 1.7 -1.0 0.00 0.00 20.4 11.0 1759 -424 <br />23.0 126 3024r 0.00 1.3 1.7 -1.1 0.00 0.00 19.9 11.5 1767 -424 <br />24.0 112 3020r 0.00 1.4 1.7 -1.1 0.00 0.00 19.5 12.0 1775 -424 <br />25.0 101 3015r 0.00 1.4 1.7 -1.2 0.00 0.00 19.0 12.5 1783 -424 <br />26.0 90 3011r 0.00 1.4 1.7 -1.2 0.00 0.00 13.5 13.0 1792 -424 <br />27.0 81 3007r 0.00 1.4 1.7 -1.3 0.00 0.00 17.9 13.5 1800 -424 <br />28.0 72 3004r 0.00 1.3 1.6 -1.3 0.00 Q.00 17.4 14.0 1810 -424 <br />29.0 65 3001r 0.00 1.3 1.5 -1.4 0.00 0.00 16.8 14.5 1819 -424 <br />30.0 58 2998 0.00 1.2 1.3 -1.4 0.00 0.00 16.2 .15.0 1829 -424 <br />31.0 52 2995 0.00 1.1 1.1 -1.4 0.00 0.00 15.6 15.5 1839 -424 <br />32.0 46 2993 0.00 0.9 0.9 -1.5 0.00 0.00 15.0 16.0 1350 -424 <br />33.0 41 2991 0.00 0.8 0.6 -1.5 0.00 0.00 14.3 16.5 1861 -424 <br />34.0 37 2989 0.00 0.6 0.3 -1.5 0.00 0.00 13.6 17.0 1872 -424 <br />35.0 32 2985 0.00 0.3 -0.1 -1.5 0.00 0.00 12.9 17.5 1884 -424 <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 Ref ) f'ci <br />Span suffix: b=Effective width violates ACI Sec. 8.10.2. <br />Gate Concrete Products Company <br />Jacksonville, Florida <br />
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