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Gate Concrete Products Co. <br />PHONE: <br />(904) <br />757-0860 ' <br />SHEET19 OF 2L <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 />------------------------------------------------------------------------------- <br />(5327) <br />( TAMPA AREA: <br />813-985-9170 ) ; <br />BY JLK <br />DESIGN SUMMARY <br />( Data <br />file : 6GCSPCS ) <br />------------------------------------------------------------------------------- <br />Loc, ft> 0.42 <br />1.56 <br />3.42 <br />4.27 <br />5.12 <br />6.98 <br />8.12 <br />------------------------------------------------------------------------------- <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 />788 <br />788 <br />788 <br />788 <br />788 <br />788 <br />\ <br />Yb,in 2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />2.96 <br />V <br />Ic,in4 788 <br />788 <br />788 <br />788 <br />788 <br />788 <br />788 <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 />+ Se f-wt) <br />Top -38 <br />-128 <br />-99 <br />-96 <br />-99 <br />-128 <br />-38 <br />Bottom 172 <br />625 <br />599 <br />596 <br />599 <br />625 <br />172 <br />v <br />Losses 3.0% <br />3.0% <br />2.9% <br />2.8% <br />2.9% <br />3.0% <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 />Top -8 <br />1 <br />90 <br />99 <br />90 <br />1 <br />-8 <br />Bottom 131 <br />458 <br />374 <br />365 <br />374 <br />458 <br />131 <br />Losses 11.1% 11.1% <br />10.8% 10.8% <br />10.8% 11.1% <br />11.1% <br />------------------------------------------------------------------------------- <br />ULTIMATE STRENGTH <br />Mu,k-ft 0.9 <br />4.3 <br />7.3 <br />7.7 <br />7.3 <br />4.3 <br />0.9 <br />Msc,k-ft 4.7 <br />16.8 <br />23.6 <br />26.6 <br />23.6 <br />16.8 <br />4.7 <br />Mork-ft 84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />pMn,k-ft 4.7 <br />16.8 <br />23.6 <br />26.6 <br />23.6 <br />16.8 <br />4.7 <br />phiMn/Mu 5.22 <br />3.91 <br />3.22 <br />3.48 <br />3.22 <br />3.92 <br />5.22 <br />------------------------------------------------------------------------------- <br />VERTICAL SHEAR AND TORSION <br />Vu,k 3.5 <br />2.5 <br />0.8 <br />0.0 <br />0.8 <br />2.5 <br />3.5 <br />Tusk-ft 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Vc1,k 51.9 <br />16.0 <br />10.0 <br />10.0 <br />10.0 <br />16.0 <br />51.9 <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 />16.0 <br />10.0 <br />10.0 <br />10.0 <br />16.0 <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 />Vs,max 46.9 <br />46.9 <br />46.9 <br />46.9 <br />46.9 <br />46.9 <br />46.9 <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 />- <br />V <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 />CAMBERS AND DEFLECTIONS <br />(in) <br />Release: -0.01 <br />Erect. : 0.01 <br />0.01 <br />0.04 <br />0.03 <br />0.07 <br />0.03 <br />0.07 <br />0.03 <br />0.07 <br />0.01 <br />0.04 <br />-0.01 <br />0.01 <br />Final 0.01 <br />------------------------------------------------------------------------------- <br />0.04 <br />0.08 <br />0.08 <br />0.08 <br />0.04 <br />0.01 <br />