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Gate Concrete Products Co.. - PHONE: (904) 757-0860 ' SHEET 7 OF '�Z <br />402 Heckscher Drive Jacksonville, FL 32218 y JOB NO 23271 <br />Program: Presto -V7.1a 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 GC,ci3,6A ca[lz) <br />Pro ect Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS ��yA <br />Tas� Id : TYP CLASSRM PLANK W/ FOLDING PARTITION (PART. CLOSED) <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'crpsi 5000 <br />Area,in2 196.3 Release 1.00 1.00 f'ci,psi 4500 <br />Yb,in 2.98 Final 0.17 0.17 Wc,pcf 140 <br />M.I.,in4 779 "4 Trib. wid 2.00 2.00 Ec, si : 3865.4 <br />Bfl-top,in 48.00 Location INTERIOR Eci,ksi 3667.0 <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 <br />' Tfl-bot,in 1.25 f'ct,psi� 3000 <br />Web extnt in: 48.00 Release Com psi Tens,psi Wct,pcf 150 <br />Shear wid,in: 17.50 Prec-top 2700.0 -402.5 Ect,ksi 3320.6 <br />Stems, No. 1 Bottom 2700.0 -201.2 <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 />xl,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 />DL Factor : 1.400 Prestress 1.80 1.80 <br />LL Factor : 1.700 Final Shoring NONE <br />\ ,Self Weight Self wt 2.70 2.40 Transformed: YES <br />V At Release : 1.000 IX4 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 />\1 TOPPING DATA <br />None <br />------------------- 7----------------------------------------------------------- <br />OPENING DATA <br />None <br />------------------------------------------------------------------------------- <br />LOADING DATA <br />Ecc,in Description <br />OL 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 CLASSRM <br />DL 0.018 ksf fr 0.00 ft to 25.25 ft 0.00 NC TOP <br />\ OL 0.02o ksf fr 0.00 ft to 25.25 ft 0.00 SOL <br />v OL 0.090 k/ft at 0.00 ft to 0.030 k/ft at 6.30 ft 0.00 PART. LOAD <br />OL 0.030 k/ft at 6.30 ft to 0.030 k/ft at 18.95 ft 0.00 " <br />DL 0.030 k/ft at 18.95 ft to 0.090 k/ft at 25.25 ft 0.00 " <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 />Areazin2 : 0.080 Hrs to release : 24 Eps,ksi : 29000 <br />Dia,in 0.375 Days to topping : 30 Rel Hum : 75% <br />