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Gate Concrete Products Co. PHONE: (904) 757-0860 SHEET 4 OF�Z <br />- 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 2.3271 <br />Program: Presto -V7.la by LEAP Software Inc., Tampa, Florida + Date 7/18/102 <br />PHONE 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) , BY JLK <br />------------------------------------- ------------------------- <br />INPUT DATA ( Data file : 6GCSPCS ) <br />--------------------------------------------- --------------------------------- <br />PROJECT DATA <br />Pro ect Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS <br />TaV Id : TYP CLASSROOM- ELR PLANK, MK. 02 <br />PRECAST DATA SPAN DATA CONCRETE DATA <br />Section ID : 6GCSPCS Overall Len : 25.25 ft Precast <br />Type : HC Support Loc Left,ft Right,ft f'c,psi 5000 <br />Area,in2 196.3 Release 1.00 1.00 f'ci,psi 3500 <br />Yb,in - 2.98� Final 0.17 0.17 Wc,pcf - 140 <br />M.I.,in4 779 Trib. wid 2.00 2.00 Ec, si - 3865.4 <br />Bfl-top,in - 48.00 Location INTERIOR Eci,ksi 3234.0 <br />Tfl-top,in 1.00 Exposure : INTERIOR fct,psi 0.0 <br />H,in 6.00 ecu 0.0030 <br />Bfl-bot,in 48.00 ALLOWABLE CONCRETE STRESSES Topping 0A <br />Tfl-bot,in 1.25 f'ct,psi 3000 <br />Web extnt,in: 48.00 Release Comp,psi Tens,psi Wct,pcf ISO <br />Shear wid,in: 17.50 Prec-top 2100.0 -355.0 Ect,ksi 3320.6 <br />Stems, No. 1 Bottom 2100.0 -177.5 <br />top wid,in : 17.50 \ Final pHI FACTORS <br />bot wid,in : 17.50 Topg-top 1350.0 -328.6 <br />V/S,in 1.82 Prec-top 2250.0 -424.3 Flexure 0.90 <br />Sx2y,in3 533.16 Bottom 2250.0 -424.3 Shear 0.85 <br />xi,in 0.00 Concrete 1.00 <br />yl,in 0.00 CAMBER AND DEFLECTION MULT. Steel 1.00 <br />W/o Topg W/ Topg Bearing - 0.85 <br />LOAD MULTIPLIERS At erection <br />Self wt 1.85 1.85 MISCELLANEOUS DATA <br />OL Factor : 1.400 Prestress 1.80 1.80 <br />LL Factor : 1.700 Final Shoring NONE <br />Self Weight 1�4 Self wt - 2.70 2.40 Transformed: YES <br />At Release : 1.000 Prestress 2.45 2.20 \, Recapture : NO <br />At Final : 1.000 S.D.L. 3.00 3.00 Comp shear : NO <br />Bearing : 1.150 Topg wt : 0.00 2.30 Bi-Linear : YES <br />------------------------------------------------------- ---------- -------------- <br />TOPPING DATA <br />None <br />--------------------------------------------- ---------------------------------- <br />\ OPENING DATA <br />\,None <br />-------------------------------------------- --------- <br />LOADING DATA <br />Ecc,in Description <br />DL 0.191 k/ft at 0.00 ft to 0.191 k/ft at 25.25 ft 0.00 Self Weight <br />LL 0.040 ksf fr 0.00 ft to 25.25 ft 0.00 SLL <br />DL 0.038 ksf fr 0.00 ft to 25.25 ft 0.00 SOL(INCL.NCTOP) <br />------------------------------------------------------------------------------- <br />PRESTRESSED STRAND DATA <br />Losses : PCI Loss at release : 0.0% Fpu,ksi : 250.00 <br />Strand ID: 3/8 -250K at final : 0.0% Fpy,ksi : 225.00 <br />\ Area in2 0.080 Hrs to release 24 Eps,ksi : 29000 <br />�+ Dia,in 0.375 Days to topping : 30 Rel Hum : 75% <br />Ld Mult 1.00 Days to Comp DL : 60 <br />------------------------------------------------------------------------------- <br />\ PRESTRESSED STRAND PATTERN DATA <br />V Strands : 10.00 Type : LOW RELAXATION Profile : STRAIGHT <br />