Laserfiche WebLink
Gate Concrete Products <br />Co. PHONE: <br />(904) 757-0860 ' <br />SHEETIJ OF <br />402 Heckscher Drive <br />Jacksonville, FL <br />32218 y <br />JOB NO 2 271 <br />Program: Presto -V7.1a <br />by LEAP Software Inc., <br />Tampa, Florida <br />Date 7/13/102 <br />PHONE : 1-800-451-LEAP <br />(5327) ( TAMPA AREA: <br />813-985-9170 ) ; <br />BY JLK <br />------------------------------------------------------------------------------- <br />INPUT DATA <br />( <br />Data file : 6GCSPCS <br />) <br />------------------------------------------------------------------------------- <br />PROJECT DATA <br />(0CaC►0 4 bx <br />Project Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS <br />Task Id : <br />TYP MECH. RM. FLR PLANK, <br />MK. 03 <br />PRECAST DATA <br />SPAN DATA <br />CONCRETE DATA <br />Section ID : <br />6GCSPCS <br />Overall Len <br />6.58 <br />ft <br />Precast <br />Type : <br />HC <br />Support Loc <br />Left,ft <br />Right,ft <br />f'c,psi <br />5000 <br />Area,in2 <br />196.3 <br />Release <br />1.00 <br />1.00 <br />f'ci,psi <br />3500 <br />Yb,in - <br />2.98 <br />Final <br />0.17 <br />0.17 <br />� Wc,FFcf <br />140 <br />M.I.,in4 <br />779 �, <br />Trib. wid <br />2.00 <br />2.00 <br />Ec,ksi <br />3865.4 <br />Bfl-top,in <br />48.00 <br />Location <br />INTERIOR <br />Eci,ksi <br />3234.0 <br />Tfl-top,in <br />1.00 <br />Exposure <br />INTERIOR <br />fct,psi <br />0.0 <br />H,in - <br />6.00 <br />ecu : <br />0.0030 <br />Bfl-bot,in <br />48.00 <br />ALLOWABLE CONCRETE <br />STRESSES <br />Topping ►J <br />Tfl-bot,in : <br />1.25 <br />f'ct,psi <br />3000 <br />RPrecstop Co2100.0 <br />Ten-355.0 <br />\,Shearxwid,in: <br />17.50 <br />Ect,ksi <br />3320.6 <br />Stems, No. <br />1 <br />Bottom <br />2100.0 <br />-177.5 <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 />-328.6 <br />V/S,in <br />1.82 <br />Prec-top <br />2250.0 <br />-424.3 <br />Flexure <br />0.90 <br />Sx2y,in3 : <br />533.16 <br />Bottom <br />2250.0 <br />-424.3 <br />\ Shear <br />0.85 <br />xl,in <br />0.00 <br />V Concrete <br />1.00 <br />yl,in <br />0.00 <br />CAMBER AND DEFLECTION <br />MULT. <br />Steel <br />1.00 <br />W/o Topg <br />W/ Topg <br />Bearing <br />0.85 <br />LOAD MULTIPLIERS <br />At erection <br />Self wt <br />1.85 <br />1.85 <br />MISCELLANEOUS <br />DATA <br />OL 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 <br />\ Transformed: <br />NONE <br />YES <br />At Release : <br />1.000 <br />Prestress <br />: 2.45 <br />2.20 <br />Recapture : <br />NO <br />At Final : <br />1.000 <br />S.D.L. <br />3.00 <br />3.00 <br />Comp shear : <br />NO <br />Bearing : <br />1.150 <br />Topg wt <br />0.00 <br />2.30 <br />Bi-Linear : <br />YES <br />------------------------------------------------------------------------------- <br />\TOPPING DATA <br />None <br />- - - - - - - - - - - - - - <br />- - - - - - - + - - - - <br />- - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - <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 <br />6.58 ft <br />0.00 Self Weight <br />LL 0.080 ksf <br />fr 0.00 <br />ft to 6.58 <br />ft <br />0.00 SLL MECH <br />RM <br />OL 0.018 ksf <br />fr 0.00 <br />ft to 6.58 <br />ft <br />0.00 NC TOP <br />------------------------------------------------------------------------------- <br />PRESTRESSED STRAND <br />Losses : PCI <br />DATA <br />Loss at <br />release <br />0.0% <br />Fpu,ksi : 250.00 <br />ID: 3/8 <br />-250K <br />at <br />final <br />0.0%. <br />Fpu,ksi : 225.00 <br />\Strand <br />Area in2 : <br />0.080 <br />Hrs to release <br />24 <br />Eps,ksi : 29000 <br />Dia,in <br />0.375 <br />Days to <br />topping : <br />30 <br />Rel Hum : 75% <br />Ld Ault 1.00 <br />Days to <br />Comp DL : <br />60 <br />------------------------------------------------------------------------------- <br />PRESTRESSED STRAND <br />PATTERN <br />DATA <br />Strands : 4.00 <br />Type <br />: LOW RELAXATION <br />Profile : <br />STRAIGHT <br />