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Gate Concrete <br />Products Co. <br />PHONE: (904) 757-0860 + SHEET16 OF <br />402 Heckscher <br />Drive <br />Jacksonville, <br />FL 32218 JOB NO 23271 <br />Program: Presto <br />-V7.1a by <br />LEAP Software <br />Inc., Tampa, Florida Date 7/18/102 <br />PHONE : 1-800-451-LEAP <br />(5327) <br />( TAMPA <br />AREA: 813-985-9170 ) ; BY JLK <br />------------------------------------------------------------------------------- <br />INPUT DATA <br />( Data file <br />: 6GCSPCS ) <br />--------------------------------------------------------------- <br />PROJECT DATA <br />- ------------- <br />�s a�vDt.D <br />ScA�p . Jc <br />Pro ect Id : <br />NEW EDUCATION BUILDING FOR <br />1st BAPTIST OF ZEPHYRHILLS <br />Tas� Id : <br />TYP CLASSRM <br />PLANK W/ FOLDING <br />PARTITION (PART. OPEN) <br />PRECAST DATA <br />SPAN DATA <br />CONCRETE DATA <br />Section ID : <br />6GCSPCS <br />Overall Len <br />25.25 ft <br />Precast <br />Type : <br />HC <br />Support Loc <br />Left,ft Right,ft <br />f'c,Psi 5000 <br />Area Iin2 <br />Yb,in <br />196.3 <br />2.98 <br />Release <br />Final <br />1.00 1.00 <br />0.17 0.17 <br />f'ci,psi 4500�- <br />\ Wc,pcf 140 <br />`Trib. <br />2.00 2.00 <br />Ec, si 3865.4 <br />M.I.,in4 <br />779 <br />wid <br />Bfl-top,in <br />48.00 <br />Location <br />INTERIOR <br />Eci,ksi 3667.0 <br />Tfl-top,in <br />1.00 <br />Exposure <br />: INTERIOR <br />fct,Psi 0.0 <br />H,in <br />Bfl-bot,in <br />6.00 <br />48.00 <br />ALLOWABLE CONCRETE <br />STRESSES <br />ecu 0.0030 <br />Topping <br />\ Tfl-bot,in <br />1.25 <br />f'ct,psiNA 3000 <br />Wct'Pcf 150 <br />V Web extnt,in: <br />48.00 <br />Release Comp,psi <br />Tens,psi <br />Shear wid,in: <br />17.50 <br />Prec-top <br />2700.0 -402.5 <br />Ect,ksi 3320.6 <br />Stems, No. <br />1 <br />Bottom <br />2700.0 -201.2 <br />top wid,in : <br />17.50 <br />Final <br />PHI FACTORS <br />bot wid,in : <br />17.50 <br />Topg-top <br />1350.0 -328.6 <br />V/S,in <br />1.82 <br />Prec-top <br />2250.0 -424.3 <br />Flexure 0.90 <br />Sx2y,in3 <br />533.16 <br />Bottom <br />2250.0 -424.3 Shear : 0.85 <br />x1,1n <br />0.00 <br />Concrete 1.00 <br />yl,in <br />0.00 <br />CAMBER AND DEFLECTION <br />MULT. <br />Steel 1.00 <br />W/o Topg W/ Topg <br />Bearing 0.85 <br />LOAD MULTIPLIERS <br />At erection <br />Self wt <br />1.85 1.85 <br />MISCELLANEOUS DATA <br />OL Factor : <br />1.400 <br />Prestress <br />1.80 1.80 <br />LL Factor : <br />1.700 <br />Final <br />Shoring NONE <br />Self Weight <br />v <br />V <br />Self wt <br />2.70 2.40 <br />2.45 2.20\, <br />Transformed: YES <br />Recapture : NO <br />At Release : <br />1.000 <br />Prestress <br />At Final : <br />1.000 <br />S.D.L. <br />3.00 3.00 <br />Comp shear : NO <br />Bearing : <br />1.150 <br />Topg wt <br />- 0.00 2.30 <br />Bi-Linear : YES <br />------------------------------------------------------------------------------- <br />TOPPING DATA <br />None <br />------------------------------------------------------------------------------- <br />OPENING DATA <br />�► None <br />------------------------------------------------------------------------------- <br />LOADING DATA <br />Ecc,in Description <br />OL 0.191 k/ft <br />at 0.00 <br />ft to 0.191 <br />k/ft at 25.25 ft <br />0.00 Self Weight <br />\ LL 0.040 ksf <br />fr 0.00 <br />ft to 25.25 <br />ft <br />0.00 SLL CLASSRM <br />\ DL 0.018 ksf <br />fr 0.00 <br />ft to 25.25 <br />ft <br />0.00 NC TOP <br />JDL 0.020 ksf <br />fr 0.00 <br />ft to 25.25 <br />ft <br />0.00 SDL <br />DL 0.455 k/ft <br />at 0.00 <br />ft to 0.455 <br />k/ft at 5.00 ft <br />0.00 PART. LOAD OPEN <br />------------------------------------------------------------------------------- <br />PRESTRESSED STRAND <br />Losses : PCI <br />DATA <br />Loss at <br />release : 0.0% <br />Fpu,ksi : 250.00 <br />Strand ID: 3/8 <br />-250K <br />at <br />final : 0.0% <br />Fpy,ksi : 225.00 <br />Area,in2 : <br />0.080 <br />Hrs to release <br />: 24 <br />Eps,ksi : 29000 <br />Diain <br />0.375 <br />Days to <br />topping : 30 <br />Rel Hum : 75% <br />Ld Ault 1.00 <br />------------------------------------------------------------------------------- <br />Days to <br />Comp OL : 60 <br />