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Gate Concrete Products Co. <br />PHONE: <br />(904) <br />757-0860 <br />' SHEET ,Z OF 2-2-- <br />402 Heckscher Drive <br />Jacksonville, <br />FL <br />32218 <br />JOB NO' 23271 <br />Program: <br />Presto <br />-V7.1a <br />by LEAP <br />Software Inc., <br />Tampa, Florida <br />Date 7/18/102 <br />PHONE : <br />1-800-451-LEAP <br />(5327) <br />( TAMPA AREA: <br />813-985-9170 ) <br />; BY JLK <br />------------------------------------------------------------------------------- <br />DESIGN SUMMARY <br />( Data <br />file : 6GCSPCS ) <br />------------------------------------------------------------------------------- <br />Loc, ft> <br />0.42 <br />1.56 <br />10.10 <br />12.63 <br />15.15 <br />23.69 <br />24.83 <br />------------------------------------------------------------------------------- <br />REINFORCED CHECK <br />POINT <br />SECTION <br />PROPERTY DATA <br />Zone <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />A,in2 <br />202.5 <br />202.5 <br />202.5 <br />202.5 <br />202.5 <br />202.5 <br />202.5 <br />I,in4 <br />804 <br />804 <br />804 <br />804 <br />804 <br />804 <br />804 <br />Yb,in <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />Ic,in4 <br />804 <br />804 <br />804 <br />804 <br />804 <br />804 <br />804 <br />Ybc,in <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />2.92 <br />- ----------------------------------------------------------------------------- <br />RELEASE <br />STRESSES <br />(psi <br />Total (Prestress <br />+ Se f-wt) <br />Top <br />-92 <br />-286 <br />154 <br />181 <br />154 <br />-236 <br />-92 <br />Bottom <br />418 <br />1500 <br />1338 <br />1313 <br />1338 <br />1500 <br />413 <br />Losses <br />5.8% <br />5.8% <br />5.4% <br />5.3% <br />5.4% <br />5.8% <br />5.8s: <br />------------------------------------------------------------------------------- <br />FINAL STRESSES <br />(psi) <br />Total (Prestress <br />+ All <br />LL + LL) <br />Topping <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />\ _ Top <br />14 <br />192 <br />1501 <br />1549 <br />1452 <br />101 <br />-5 <br />v Bottom <br />273 <br />884 <br />-87 <br />-129 <br />-45 <br />964 <br />290 <br />Losses <br />18.4% <br />18.4% <br />15.0% 14.8% <br />15.3% <br />18.8% <br />18.8% <br />------------------------------------------------------------------------------- <br />ULTIMATE <br />STRENGTH <br />Mu,k-ft <br />3.0 <br />15.5 <br />60.4 <br />62.0 <br />58.9 <br />12.7 <br />2.4 <br />Msc,k-ft <br />11.0 <br />38.5 <br />74.6 <br />75.2 <br />74.5 <br />33.2 <br />11.0 <br />Mor,k-ft <br />34.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />34.5 <br />pMn,k-ft <br />11.0 <br />38.5 <br />74.6 <br />75.2 <br />74.5 <br />38.2 <br />11.0 <br />phiMn/Mu <br />3.71 <br />2.48 <br />1.23 <br />1.21 <br />1.27 <br />3.01 <br />4.61 <br />------------------------------------------------------------------------------- <br />VERTICAL <br />SHEAR AND TORSION <br />Vu,k <br />11.8 <br />10.2 <br />1.6 <br />0.3 <br />2.2 <br />8.6 <br />9.5 <br />Tusk-ft <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Vcj.,k <br />72.8 <br />30.0 <br />10.0 <br />10.0 <br />10.0 <br />30.5 <br />72.7 <br />Vcw,k <br />24.5 <br />35.1 <br />38.7 <br />38.8 <br />38.7 <br />35.0 <br />24.4 <br />Vck <br />24.5 <br />30.0 <br />10.0 <br />10.0 <br />10.0 <br />30.5 <br />24.4 <br />Vs:k <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Vs,max <br />47.0 <br />47.0 <br />47.0 <br />47.0 <br />47.0 <br />47.0 <br />47.0 <br />Tc,k-ft <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Ts,k-ft <br />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 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />S-Max,in <br />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: <br />Erect. : <br />-0.07 <br />0.05 <br />0.06 <br />0.26 <br />0.60 <br />1.08 <br />0.63 <br />1.12 <br />0.60 <br />1.08 <br />0.06 <br />0.26 <br />-0.07 <br />0.05 <br />Final . <br />------------------------------------------------------------------------------- <br />-0.01 <br />-0.04 <br />-0.50 <br />-0.53 <br />-0.46 <br />-0.01 <br />0.00 <br />