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Gate Concrete Products Co. <br />PHONE: <br />(904) <br />757-0860 <br />' SHEET)(A OF 2?- <br />402 Heckscher Drive <br />Jacksonville, FL <br />32218 <br />JOB NO 23271 <br />Program: Presto <br />-V7.1a <br />by LEAP <br />Software Inc., <br />Tampa, Florida <br />Date 7/18/102 <br />PHONE : 1-800-451-LEAP <br />(5327) <br />( TAMPA AREA: <br />813-985-9170 ) <br />; BY JLK <br />------------------------------------------------------------------------------- <br />DESIGN SUMMARY <br />( <br />Data <br />file : 6GCSPCS ) <br />------------------------------------------------------------------------------- <br />Loc, ft> 0.42 <br />------------------------------------------------------------------------------- <br />1.56 <br />2.63 <br />3.29 <br />3.95 <br />5.02 <br />6.16 <br />REINFORCED CHECK <br />POINT <br />SECTION <br />PROPERTY DATA <br />Zone 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />A,in2 198.4 <br />198.4 <br />198.4 <br />198.4 <br />198.4 <br />198.4 <br />198.4 <br />I,in4 788 <br />738 <br />788 <br />788 <br />788 <br />788 <br />788 <br />�1bb,in 2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />Ic,in4 733 <br />738 <br />783 <br />788 <br />788 <br />733 <br />738 <br />Ybc,in 2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />- ----------------------------------------------------------------------------- <br />RELEASE STRESSES <br />(psi) <br />Total (Prestress <br />+ Self-wt) <br />Top -33 <br />-133 <br />-122 <br />-120 <br />-122 <br />-133 <br />-38 <br />Bottom 172 <br />630 <br />620 <br />618 <br />620 <br />630 <br />172 <br />Losses 3.0% <br />3.0% <br />2.9% <br />2.9% <br />2.9% <br />3.0%c <br />3.0% <br />------------------------------------------------------------------------------- <br />FINAL STRESSES (psi) <br />Total (Prestress <br />+ All <br />LL + LL) <br />Topping 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />` <br />\V_ <br />Top -14 <br />-36 <br />-2 <br />4 <br />-2 <br />-36 <br />-14 <br />Bottom 137 <br />493 <br />461 <br />456 <br />462 <br />493 <br />137 <br />Losses 11.2% <br />11.2% <br />11.1% 11.1% <br />11.1% 11.2% <br />11.2% <br />------------------------------------------------------------------------------- <br />ULTIMATE STRENGTH <br />Mu,k-ft 0.7 <br />3.1 <br />4.2 <br />4.4 <br />4.2 <br />3.1 <br />0.7 <br />Msc,k-ft 4.7 <br />16.8 <br />20.8 <br />23.1 <br />20.8 <br />16.8 <br />4.7 <br />Mor,k-ft 84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />\ <br />Y <br />pMn,k-ft 4.7 <br />16.8 <br />20.8 <br />23.1 <br />20.8 <br />16.8 <br />4.7 <br />phiMn/Mu 6.95 <br />5.50 <br />4.91 <br />5.22 <br />4.91 <br />5.50 <br />6.96 <br />------------------------------------------------------------------------------- <br />VERTICAL SHEAR AND TORSION <br />Vu,k 2.6 <br />1.6 <br />0.6 <br />0.0 <br />0.6 <br />1.6 <br />2.6 <br />Tu,k-ft 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Vcl,k 51.6 <br />14.7 <br />10.0 <br />.10.0 <br />10.0 <br />14.7 <br />51.6 <br />Vcw,k 22.2 <br />26.7 <br />26.7 <br />26.7 <br />26.7 <br />26.7 <br />22.2 <br />Vc,k 22.2 <br />14.7 <br />10.0 <br />10.0 <br />10.0 <br />14.7 <br />22.2 <br />Vs,k 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />\ <br />Vs max 46.9 <br />46.9 <br />46.9 <br />46.9 <br />46.9 <br />46.9 <br />46.9 <br />\V <br />Tc,k-ft 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Ts,k-ft 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Av,in2/ft 0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Al,in2 0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />S-Max,in 4.50 <br />4.50 <br />4.50 <br />4.50 <br />4.50 <br />4.50 <br />4.50 <br />` <br />------------------------------------------------------------------------------- <br />CAMBERS AND DEFLECTIONS <br />Release: -0.01 0.01 <br />(in) <br />0.01 <br />0.01 <br />0.01 <br />0.01 <br />-0.01 <br />Erect. : 0.01 <br />0.03 <br />0.04 <br />0.04 <br />0.04 <br />0.03 <br />0.01 <br />Final : 0.01 <br />------------------------------------------------------------------------------- <br />0.04 <br />0.05 <br />0.05 <br />0.05 <br />0.04 <br />0.01 <br />