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Gate Concrete Products Co. <br />PHONE: <br />(904) <br />757-0860 <br />' SHEET (p OF 17- <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> 0.17 <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 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />A,in2 201.5 <br />201.5 <br />201.5 <br />201.5 <br />201.5 <br />201.5 <br />201.5 <br />I,in4 800 <br />800 <br />800 <br />800 <br />800 <br />800 <br />800 <br />Yb,in 2.93 <br />2.93 <br />2.93 <br />2.93 <br />2.93 <br />2.93 <br />2.93 <br />Ic,in4 800 <br />800 <br />800 <br />800 <br />800 <br />800 <br />800 <br />Ybc,in 2.93 <br />2.93 <br />2.93 <br />2.93 <br />2.93 <br />2.93 <br />2.93 <br />------------------------------------------------------------------------------- <br />RELEASE STRESSES <br />(psi) <br />Total (Prestress <br />+ Self-wt) <br />Top -37 <br />-287 <br />217 <br />245 <br />217 <br />-287 <br />-92 <br />Bottom 169 <br />1502 <br />1047 <br />1022 <br />1047 <br />1502 <br />418 <br />Losses 6.6% <br />6.6% <br />4.9% <br />4.8% <br />4.9% <br />6.6% <br />6.6% <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 -32 <br />88 <br />1409 <br />1482 <br />1409 <br />88 <br />-7 <br />Bottom 146 <br />972 <br />-200 <br />-264 <br />-200 <br />972 <br />291 <br />Losses 19.8%c 19.8% <br />13.3% 13.0% <br />13.3% 19.8% <br />19.8% <br />------------------------------------------------------------------------------- <br />ULTIMATE STRENGTH <br />Mu,k-ft -0.0 <br />12.3 <br />55.9 <br />58.3 <br />55.9 <br />12.3 <br />2.3 <br />Msc,k-ft -0.8 <br />37.9 <br />65.2 <br />65.2 <br />65.2 <br />37.9 <br />10.9 <br />Mork-ft -3.8 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />84.5 <br />pMn,k-ft -0.8 <br />37.9 <br />65.2 <br />65.2 <br />65.2 <br />37.9 <br />10.9 <br />phiMn/Mu 73.15 <br />3.09 <br />1.17 <br />1.12 <br />1.17 <br />3.09 <br />4.71 <br />------------------------------------------------------------------------------- <br />VERTICAL SHEAR AND TORSION <br />Vu,k 9.4 <br />8.3 <br />1.9 <br />0.0 <br />1.9 <br />8.3 <br />9.2 <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 />Vc1,k 6850.5 <br />30.2 <br />10.0 <br />10.0 <br />10.0 <br />30.2 <br />72.1 <br />Vcw,k 21.0 <br />34.9 <br />36.1 <br />36.1 <br />36.1 <br />34.9 <br />24.4 <br />Vc,k 21.0 <br />30.2 <br />10.0 <br />10.0 <br />10.0 <br />30.2 <br />24.4 <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 44.5 <br />47.0 <br />47.0 <br />47.0 <br />47.0 <br />47.0 <br />47.0 <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 />CAMBERS AND DEFLECTIONS <br />(in) <br />Release: -0.09 <br />0.06 <br />0.50 <br />0.52 <br />0.50 <br />0.06 <br />-0.06 <br />Erect. : 0.00 <br />0.22 <br />0.86 <br />0.89 <br />0.86 <br />0.22 <br />0.04 <br />Final : 0.00 <br />------------------------------------------------------------------------------- <br />-0.01 <br />-0.51 <br />-0.56 <br />-0.51 <br />-0.01 <br />-0.00 <br />