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Gate Concrete Products Co. <br />PHONE: (904) 757-0860 ' SHEET OF 2 7-- <br />402 Heckscher Drive <br />Jacksonville, <br />FL <br />32218 <br />y JOB NO 23271 <br />Program: Presto <br />-V7.1a by <br />LEAP Software <br />Inc., <br />Tampa, Florida <br />Date 7/18/102 <br />PHONE : 1-800-451-LEAP <br />(5327) <br />( TAMPA <br />AREA: <br />813-985-9170 <br />) ; BY JLK <br />------------------------------------------------------------------------------- <br />INPUT DATA <br />( <br />Data file <br />: 6GCSPCS ) <br />------------------------------------------------------------ <br />PROJECT DATA <br />------.-J ---- <br />(o:-,C '9.6 -- �'7 (�) S-7R,L <br />�£.Xbo VM*-= tom, twi <br />Pro ect Id : NEW <br />EDUCATION <br />BUILDING FOR <br />1st BAPTIST <br />OF <br />ZEPHYRHILLS <br />Tas� Id : TYP <br />W/ PARTIAL <br />MECH. RM. <br />AND BATHRM <br />LOADING, <br />MK. 01 <br />PRECAST DATA <br />SPAN DATA <br />CONCRETE DATA <br />Section ID : <br />6GCSPCS <br />Overall Len <br />: 25.25 <br />ft <br />Precast <br />Type : <br />HC <br />Support Loc <br />Left,ft <br />Right,ft <br />f'cZpsi. 5000 <br />49-- <br />Area,in2 <br />196.3 <br />Release <br />1.00 <br />1.00 <br />f'ci,psi : 4500 <br />Yb,in <br />2.98 <br />Final <br />0.17 <br />0.17 <br />\4 Wc,ppcf - 140 <br />3865.4 <br />M.I.,in4 <br />779 <br />Trib. wid <br />2.00 <br />2.00 <br />Ec,ksi <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 />6.00 <br />ecu 0.0030 <br />Topping IjAt <br />Bfl-bot,in <br />48.00 <br />ALLOWABLE CONCRETE <br />STRESSES <br />Tfl-bot,in : <br />1.25 <br />f'ct,psi 3000 <br />Web extnt,in: <br />48.00 <br />Release Comp,psi <br />Tens,psi <br />N Wct,Pcf 150 <br />Shear wid,in: <br />17.50 <br />Prec-top <br />2700.0 <br />-402.5 <br />Ect,ksi - 3320.6 <br />Stems, No. - <br />1 <br />Bottom <br />2700.0 <br />-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 <br />-323.6 <br />V/S,in - <br />1.82 <br />Prec-top <br />2250.0 <br />-424.3 <br />Flexure 0.90 <br />Sx2y-,in3 : <br />533.16 <br />0.00 <br />Bottom <br />2250.0 <br />-424.3 <br />Shear - 0.85 <br />\) Concrete 1.00 <br />x1,1n <br />yl,in <br />0.00 <br />CAMBER AND DEFLECTION <br />MULT. <br />Steel 1.00 <br />W/o Topg <br />W/ Topg <br />Bearing - 0.85 <br />LOAD MULTIPLIERS <br />At erection <br />Self wt <br />- 1.85 <br />1.85 <br />MISCELLANEOUS DATA <br />DL Factor : <br />1.400 <br />Prestress <br />1.80 <br />1.80 <br />LL Factor : <br />Self Weight <br />1.700 <br />Final <br />Self wt <br />2.70 <br />2.40 <br />Shoring : NONE <br />Transformed: YES <br />At Release : <br />1.000 <br />Prestress <br />: 2.45 <br />\ <br />2.20 v Recapture : NO <br />At Final : <br />1.000 <br />S.D.L. <br />3.00 <br />3.00 <br />Compshear : NO <br />Bearing : <br />1.150 <br />Topg wt <br />0.00 <br />2.30 <br />Bi-Linear : YES <br />------------------------------------------------------------------------------- <br />TOPPING DATA <br />None <br />------------------------------------------------------------------------------- <br />OPENING DATA <br />0.50 ft dia <br />ft dia <br />at 10.00 ft <br />13.00 ft <br />Offset <br />Offset <br />0.00 ft <br />0.00 ft <br />0.50 <br />at <br />0.50 ft dia <br />at 16.00 ft <br />Offset <br />0.00 ft <br />0.50 ft dia <br />at 19.00 ft <br />Offset <br />0.00 ft------------------------------------------------------------------------------- <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 <br />9.88 ft <br />0.00 Self Weight <br />OL 0.167 k/ft <br />at 9.88 <br />ft to 0.167 <br />k/ft at <br />10.13 ft <br />0.00 Self Weight <br />DL 0.191 k/ft <br />at 10.13 <br />ft to 0.191 <br />k/ft at <br />12.88 ft <br />0.00 Self Weight <br />DL 0.167 k/ft <br />at 12.88 <br />ft to 0.167 <br />k/ft at <br />13.13 ft <br />0.00 Self Weight <br />OL 0.191 k/ft <br />at 13.13 <br />ft to 0.191 <br />k/ft at <br />15.88 ft <br />0.00 Self Weight <br />DL 0.167 k/ft <br />at 15.88 <br />ft to 0.167 <br />k/ft at <br />16.13 ft <br />0.00 Self Weight <br />DL 0.191 k/ft <br />at 16.13 <br />ft to 0.191 <br />k/ft at <br />18.88 ft <br />0.00 Self Weight <br />DL 0.167 k/ft <br />at 18.88 <br />ft to 0.167 <br />k/ft at <br />19.13 ft <br />0.00 Self Weight <br />�OL 0.191 k/ft <br />at 19.13 <br />ft to 0.191 <br />k/ft at <br />2.5.25 ft <br />0.00 Self Weight <br />LL 0.080 ksf <br />fr 0.00 <br />ft to 8.50 <br />ft <br />0.00 SLL MECH RM <br />