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HomeMy WebLinkAbout38300 5th Ave (4)GATE Concrete Products DEAR SIR(S) THE ATTACHED SHEETS ARE COPIES OF THE TABLE PRINT-OUTS FROM A COMPUTER PROGRAM WHICH IS IN COMPLETE COMPLIANCE WITH THE ACI 318-89 BUILDING CODE, AND HAS BEEN DEVELOPED BY LEAP SOFTWARE, INC. IF ADDITIONAL INFORMATION IS DESIRED, PLEASE CONTACT GATE CONCRETE PRODUCTS ENGINEERING DEPARTMENT AT OUR JACKSONVILLE OFFICE. SINCERELY, GATE CONCRETE PRODUCTS COMPANY 4JS L. KUNBft. P.RESIDENT, 3MINEERING GATE CONCRETE PRODUCTS COMPANY - 402 HECKSCHER DRIVE - JACKSONVII-LE, FL 32226 - (904) 757-0860 - FAX (904) 751-5435 Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET OF 2 7-- 402 Heckscher Drive Jacksonville, FL 32218 y JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- INPUT DATA ( Data file : 6GCSPCS ) ------------------------------------------------------------ PROJECT DATA ------.-J ---- (o:-,C '9.6 -- �'7 (�) S-7R,L �£.Xbo VM*-= tom, twi Pro ect Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS Tas� Id : TYP W/ PARTIAL MECH. RM. AND BATHRM LOADING, MK. 01 PRECAST DATA SPAN DATA CONCRETE DATA Section ID : 6GCSPCS Overall Len : 25.25 ft Precast Type : HC Support Loc Left,ft Right,ft f'cZpsi. 5000 49-- Area,in2 196.3 Release 1.00 1.00 f'ci,psi : 4500 Yb,in 2.98 Final 0.17 0.17 \4 Wc,ppcf - 140 3865.4 M.I.,in4 779 Trib. wid 2.00 2.00 Ec,ksi Bfl-top,in : 48.00 Location INTERIOR Eci,ksi - 3667.0 Tfl-top,in 1.00 Exposure : INTERIOR fct,psi 0.0 H,in 6.00 ecu 0.0030 Topping IjAt Bfl-bot,in 48.00 ALLOWABLE CONCRETE STRESSES Tfl-bot,in : 1.25 f'ct,psi 3000 Web extnt,in: 48.00 Release Comp,psi Tens,psi N Wct,Pcf 150 Shear wid,in: 17.50 Prec-top 2700.0 -402.5 Ect,ksi - 3320.6 Stems, No. - 1 Bottom 2700.0 -201.2 top wid,in : 17.50 Final PHI FACTORS bot wid,in : 17.50 Topg-top 1350.0 -323.6 V/S,in - 1.82 Prec-top 2250.0 -424.3 Flexure 0.90 Sx2y-,in3 : 533.16 0.00 Bottom 2250.0 -424.3 Shear - 0.85 \) Concrete 1.00 x1,1n yl,in 0.00 CAMBER AND DEFLECTION MULT. Steel 1.00 W/o Topg W/ Topg Bearing - 0.85 LOAD MULTIPLIERS At erection Self wt - 1.85 1.85 MISCELLANEOUS DATA DL Factor : 1.400 Prestress 1.80 1.80 LL Factor : Self Weight 1.700 Final Self wt 2.70 2.40 Shoring : NONE Transformed: YES At Release : 1.000 Prestress : 2.45 \ 2.20 v Recapture : NO At Final : 1.000 S.D.L. 3.00 3.00 Compshear : NO Bearing : 1.150 Topg wt 0.00 2.30 Bi-Linear : YES ------------------------------------------------------------------------------- TOPPING DATA None ------------------------------------------------------------------------------- OPENING DATA 0.50 ft dia ft dia at 10.00 ft 13.00 ft Offset Offset 0.00 ft 0.00 ft 0.50 at 0.50 ft dia at 16.00 ft Offset 0.00 ft 0.50 ft dia at 19.00 ft Offset 0.00 ft------------------------------------------------------------------------------- LOADING DATA Ecc,in Description OL 0.191 k/ft at 0.00 ft to 0.191 k/ft at 9.88 ft 0.00 Self Weight OL 0.167 k/ft at 9.88 ft to 0.167 k/ft at 10.13 ft 0.00 Self Weight DL 0.191 k/ft at 10.13 ft to 0.191 k/ft at 12.88 ft 0.00 Self Weight DL 0.167 k/ft at 12.88 ft to 0.167 k/ft at 13.13 ft 0.00 Self Weight OL 0.191 k/ft at 13.13 ft to 0.191 k/ft at 15.88 ft 0.00 Self Weight DL 0.167 k/ft at 15.88 ft to 0.167 k/ft at 16.13 ft 0.00 Self Weight DL 0.191 k/ft at 16.13 ft to 0.191 k/ft at 18.88 ft 0.00 Self Weight DL 0.167 k/ft at 18.88 ft to 0.167 k/ft at 19.13 ft 0.00 Self Weight �OL 0.191 k/ft at 19.13 ft to 0.191 k/ft at 2.5.25 ft 0.00 Self Weight LL 0.080 ksf fr 0.00 ft to 8.50 ft 0.00 SLL MECH RM Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET Z, OF 22 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida + Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- DL 0.018 ksf fr 0.00 ft to 25.25 ft 0.00 NC TOP OL 0.600 k at 8.50 ft 0.00 TRANS WALL DL 0.100 k/ft at 8.50 ft to 0.100 k/ft at 18.93 ft 0.00 LG. WALL.3K/3PK LL 0.040 ksf fr 8.50 ft to 25.25 ft 0.00 SLL BATHRM DL 0.100 k/ft at 18.93 ft to 0.150 k/ft at 25.25 ft 0.00 LG WALL ------------------------------------------------------------------------------- PRESTRESSED STRAND DATA Losses : PCI Loss at release : 0.0% Fpu,ksi : 250.00 Strand ID: 3/8 -250K at final : 0.0% Fpy,ksi : 225.00 Area,in2 : 0.080 Hrs to release 24 Eps,ksi : 29000 Dia,in 0.375 Days to topping : 30 Rel Hum : 75% Ld Ault 1.00 Days to Comp DL : 60 ------------------------------------------------------------------------------- PRESTRESSED STRAND PATTERN DATA Strands : 12.00 Type : LOW RELAXATION Profile : STRAIGHT Pull : 0.68*fpu = 13.6k /Str Template: 14 at 0.94 in 1 at 0.95 in 8 at 4.75 in 1 at 4.76 in Strand Patterns Left: 11.00 at 0.94 in 1.00 at 0.95 in Right : Equivalent to left end pattern Y-cg,in : Left= 0.94 ------------------------------------------------------------------------------- STRAND GROUPS, SHIELDING AND PULL DATA 4z Sk MLA Group No. of Strand Height,in Pull Shielding,ft Type No Strands Left ---- Depr --- Right Frac Left ---Right c `� 1 1.00 0.95 0.95 0.95 0.68 10.00 6.25 MIDSPAN Z 2 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 3 2.00 0.94 0.94 0.94 0.68 2.00 2.00 ENDS -Xej0A*4-kb, 4 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 5 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 6 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 7 1.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS ------------------------------------------------------------------------------- REBAR DATA TENSION STEEL SHEAR STEEL Es,ksi : 29000 Fy,ksi : 60 Fs,ksi : 30 Fy,ksi : 60 ------------------------------------------------------------------------------- REBAR PATTERN DATA None ------------------------------------------------------------------------------- BEARING STEEL DATA Fy,ksi : 60 Nu/Vu 0.200 Length,in : 0.00 Width,in 0.00 Dist to Brg,in . 0.00 Theta,min : 0.00 Theta,mix 0.00 Theta,increment : 0.00 ------------------------------------------------------------------------------- Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEETS OF -'2--Z-- 402 Heckscher Drive Jacksonville, FL 32218 + JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- DESIGN SUMMARY ( Data file : 6GCSPCS ) ------------------------------------------------------------------------------- Loc, ft> 0.42 1.56 10.10 12.63 16.00 19.00 23.69 24.83 ------------------------------------------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 2 3 6 8 9 9 A,in2 202.5 202.5 178.0 202.5 173.0 178.0 202.5 202.5 I,in4 804 804 707 804 707 707 804 804 V Yb,in 2.92 2.92 2.91 2.92 2.91 2.91 2.92 2.92 Ic,in4 804 804 707 304 707 707 804 804 Ybc,in 2.92 2.92 2.91 2.92 2.91 2.91 2.92 2.92 ------------------------------------------------------------------------------- RELEASE STRESSES (psi) Total (Prestress + Self-wt) Top -92 -286 210 208 184 41 -286 -92 Bottom 418 1500 1353 1172 1377 1504 1500 413 Losses 5.8% 5.8% 5.0% 4.8% 5.0% 5.4% 5.8% 5.8% ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 0 Top 5 151 1874 1681 1721 1287 125 -0 Bottom 280 915 -359 -345 -217 160 942 285 Losses 18.9% 18.9% 13.9% 13.3% 14.1% 15.9% 18.8% 18.8% ------------------------------------------------------------------------------- ULTIMATE STRENGTH Mu,k-ft 2.8 14.6 64.8 66.1 60.2 47.5 13.5 2.5 Msc,k-ft 10.4 36.5 67.3 70.4 67.1 65.0 36.6 10.5 Mork-ft 84.5 84.5 74.0 84.5 74.0 74.0 84.5 84.5 pMn,k-ft 10.4 36.5 67.3 70.4 67.1 65.0 36.6 10.5 phiMn/Mu 3.79 2.49 1.04 1.07 1.11 1.37 2.70 4.11 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 10.9 9.9 1.5 0.5 3.1 5.4 9.2 10.1 Tu,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vc1,k 72.6 30.3 8.7 10.0 8.7 8.7 30.5 72.7 Vcw k 24.4 35.0 34.8 37.5 34.8 34.4 35.0 24.4 Vc,k- 24.4 30.3 8.7 10.0 8.7 8.7 30.5 24.4 Vs,k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 47.0 47.0 41.1 47.0 41.1 41.1 47.0 47.0 Tc,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ts,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Av,in2/ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S-Max,in 4.50 4.50 4.50 4.50 4.50 4.50 4.50 4.50 ------------------------------------------------------------------------------- CAMBERS AND DEFLECTIONS (in) Release: -0.07 0.06 0.56 0.58 0.54 0.42 0.06 -0.07 v Erect. : 0.05 0.25 1.00 1.03 0.96 0.80 0.24 0.05 Final : ------------------------------------------------------------------------------- -0.01 -0.04 -0.64 -0.70 -0.61 -0.38 -0.04 -0.01 Gate Concrete Products Co. PHONE: (904) 757-0860 SHEET 4 OF�Z - 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 2.3271 Program: Presto -V7.la by LEAP Software Inc., Tampa, Florida + Date 7/18/102 PHONE 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) , BY JLK ------------------------------------- ------------------------- INPUT DATA ( Data file : 6GCSPCS ) --------------------------------------------- --------------------------------- PROJECT DATA Pro ect Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS TaV Id : TYP CLASSROOM- ELR PLANK, MK. 02 PRECAST DATA SPAN DATA CONCRETE DATA Section ID : 6GCSPCS Overall Len : 25.25 ft Precast Type : HC Support Loc Left,ft Right,ft f'c,psi 5000 Area,in2 196.3 Release 1.00 1.00 f'ci,psi 3500 Yb,in - 2.98� Final 0.17 0.17 Wc,pcf - 140 M.I.,in4 779 Trib. wid 2.00 2.00 Ec, si - 3865.4 Bfl-top,in - 48.00 Location INTERIOR Eci,ksi 3234.0 Tfl-top,in 1.00 Exposure : INTERIOR fct,psi 0.0 H,in 6.00 ecu 0.0030 Bfl-bot,in 48.00 ALLOWABLE CONCRETE STRESSES Topping 0A Tfl-bot,in 1.25 f'ct,psi 3000 Web extnt,in: 48.00 Release Comp,psi Tens,psi Wct,pcf ISO Shear wid,in: 17.50 Prec-top 2100.0 -355.0 Ect,ksi 3320.6 Stems, No. 1 Bottom 2100.0 -177.5 top wid,in : 17.50 \ Final pHI FACTORS bot wid,in : 17.50 Topg-top 1350.0 -328.6 V/S,in 1.82 Prec-top 2250.0 -424.3 Flexure 0.90 Sx2y,in3 533.16 Bottom 2250.0 -424.3 Shear 0.85 xi,in 0.00 Concrete 1.00 yl,in 0.00 CAMBER AND DEFLECTION MULT. Steel 1.00 W/o Topg W/ Topg Bearing - 0.85 LOAD MULTIPLIERS At erection Self wt 1.85 1.85 MISCELLANEOUS DATA OL Factor : 1.400 Prestress 1.80 1.80 LL Factor : 1.700 Final Shoring NONE Self Weight 1�4 Self wt - 2.70 2.40 Transformed: YES At Release : 1.000 Prestress 2.45 2.20 \, Recapture : NO At Final : 1.000 S.D.L. 3.00 3.00 Comp shear : NO Bearing : 1.150 Topg wt : 0.00 2.30 Bi-Linear : YES ------------------------------------------------------- ---------- -------------- TOPPING DATA None --------------------------------------------- ---------------------------------- \ OPENING DATA \,None -------------------------------------------- --------- LOADING DATA Ecc,in Description DL 0.191 k/ft at 0.00 ft to 0.191 k/ft at 25.25 ft 0.00 Self Weight LL 0.040 ksf fr 0.00 ft to 25.25 ft 0.00 SLL DL 0.038 ksf fr 0.00 ft to 25.25 ft 0.00 SOL(INCL.NCTOP) ------------------------------------------------------------------------------- PRESTRESSED STRAND DATA Losses : PCI Loss at release : 0.0% Fpu,ksi : 250.00 Strand ID: 3/8 -250K at final : 0.0% Fpy,ksi : 225.00 \ Area in2 0.080 Hrs to release 24 Eps,ksi : 29000 �+ Dia,in 0.375 Days to topping : 30 Rel Hum : 75% Ld Mult 1.00 Days to Comp DL : 60 ------------------------------------------------------------------------------- \ PRESTRESSED STRAND PATTERN DATA V Strands : 10.00 Type : LOW RELAXATION Profile : STRAIGHT Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET OF 22- 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida ( Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) BY JLK ------------------------------------------------------------------------------- Pull : 0.68*fpu = 13.6k /Str Template: 14 at 0.94 in 1 at 0.95 in 8 at 4.75 in 1 at 4.76 in Strand Patterns Left: 9.00 at 0.94 in 1.00 at 0.95 in Right : Equivalent to left end pattern Y-cg,in : Left= 0.94 ------------------------------------------------------------------------------- STRAND GROUPS, SHIELDING AND PULL DATA Group No. of Strand Height,in Pull Shielding,ft Type No Strands Left ---- Depr --- Right Frac Left ---Right 1 1.00 0.95 0.95 0.95 0.68 0.00 0.00 ENDS 2 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 3 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 4 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 5 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 6 1.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS ------------------------------------------------------------------------------- REBAR DATA TENSION STEEL SHEAR STEEL Es,ksi : 29000 Fy,ksi : 60 Fs,ksi : 30 Fy,ksi : 60 ------------------------------------------------------------------------------- REBAR PATTERN DATA None ------------------------------------------------------------------------------- BEARING STEEL DATA Fy,ksi : 60 Nu/Vu 0.200 Length,in : 0.00 Width,in 0.00 Dist to Brg,in . 0.00 Theta,min : 0.00 ------------------------------------------------------------------------------- Theta,max 0.00 Theta,increment : 0.00 Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET (p OF 17- 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP ------------------------------------------------------------------------------- (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK DESIGN SUMMARY ( Data file : 6GCSPCS ) ------------------------------------------------------------------------------- Loc, ft> 0.17 1.56 10.10 12.63 15.15 23.69 24.83 ------------------------------------------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 A,in2 201.5 201.5 201.5 201.5 201.5 201.5 201.5 I,in4 800 800 800 800 800 800 800 Yb,in 2.93 2.93 2.93 2.93 2.93 2.93 2.93 Ic,in4 800 800 800 800 800 800 800 Ybc,in 2.93 2.93 2.93 2.93 2.93 2.93 2.93 ------------------------------------------------------------------------------- RELEASE STRESSES (psi) Total (Prestress + Self-wt) Top -37 -287 217 245 217 -287 -92 Bottom 169 1502 1047 1022 1047 1502 418 Losses 6.6% 6.6% 4.9% 4.8% 4.9% 6.6% 6.6% ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 Top -32 88 1409 1482 1409 88 -7 Bottom 146 972 -200 -264 -200 972 291 Losses 19.8%c 19.8% 13.3% 13.0% 13.3% 19.8% 19.8% ------------------------------------------------------------------------------- ULTIMATE STRENGTH Mu,k-ft -0.0 12.3 55.9 58.3 55.9 12.3 2.3 Msc,k-ft -0.8 37.9 65.2 65.2 65.2 37.9 10.9 Mork-ft -3.8 84.5 84.5 84.5 84.5 84.5 84.5 pMn,k-ft -0.8 37.9 65.2 65.2 65.2 37.9 10.9 phiMn/Mu 73.15 3.09 1.17 1.12 1.17 3.09 4.71 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 9.4 8.3 1.9 0.0 1.9 8.3 9.2 Tu;k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vc1,k 6850.5 30.2 10.0 10.0 10.0 30.2 72.1 Vcw,k 21.0 34.9 36.1 36.1 36.1 34.9 24.4 Vc,k 21.0 30.2 10.0 10.0 10.0 30.2 24.4 Vs,k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 44.5 47.0 47.0 47.0 47.0 47.0 47.0 Tc,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ts,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Av,in2/ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S-Max,in 4.50 4.50 4.50 4.50 4.50 4.50 4.50 ------------------------------------------------------------------------------- CAMBERS AND DEFLECTIONS (in) Release: -0.09 0.06 0.50 0.52 0.50 0.06 -0.06 Erect. : 0.00 0.22 0.86 0.89 0.86 0.22 0.04 Final : 0.00 ------------------------------------------------------------------------------- -0.01 -0.51 -0.56 -0.51 -0.01 -0.00 Gate Concrete Products Co.. - PHONE: (904) 757-0860 ' SHEET 7 OF '�Z 402 Heckscher Drive Jacksonville, FL 32218 y JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- INPUT DATA ( Data file : 6GCSPCS ) --------------------------------------------------------------------- ----- PROJECT DATA GC,ci3,6A ca[lz) Pro ect Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS ��yA Tas� Id : TYP CLASSRM PLANK W/ FOLDING PARTITION (PART. CLOSED) PRECAST DATA SPAN DATA CONCRETE DATA Section ID : 6GCSPCS Overall Len 25.25 ft Precast Type : HC Support Loc Left,ft Right,ft f'crpsi 5000 Area,in2 196.3 Release 1.00 1.00 f'ci,psi 4500 Yb,in 2.98 Final 0.17 0.17 Wc,pcf 140 M.I.,in4 779 "4 Trib. wid 2.00 2.00 Ec, si : 3865.4 Bfl-top,in 48.00 Location INTERIOR Eci,ksi 3667.0 Tfl-top,in 1.00 Exposure INTERIOR fct,psi 0.0 H,in 6.00 ecu 0.0030 \Bfl-bot,in 48.00 ALLOWABLE CONCRETE STRESSES Topping ' Tfl-bot,in 1.25 f'ct,psi� 3000 Web extnt in: 48.00 Release Com psi Tens,psi Wct,pcf 150 Shear wid,in: 17.50 Prec-top 2700.0 -402.5 Ect,ksi 3320.6 Stems, No. 1 Bottom 2700.0 -201.2 top wid,in : 17.50 Final PHI FACTORS bot wid,in : 17.50 Topg-top 1350.0 -328.6 V/S,in 1.82 Prec-top 2250.0 -424.3 Flexure 0.90 Sx2y,in3 : 533.16 Bottom 2250.0 -424.3 Shear 0.85 xl,in 0.00 Concrete 1.00 yl,in 0.00 CAMBER AND DEFLECTION MULT. Steel 1.00 W/o Topg W/ Topg Bearing 0.85 LOAD MULTIPLIERS At erection Self wt - 1.85 1.85 MISCELLANEOUS DATA DL Factor : 1.400 Prestress 1.80 1.80 LL Factor : 1.700 Final Shoring NONE \ ,Self Weight Self wt 2.70 2.40 Transformed: YES V At Release : 1.000 IX4 Prestress 2.45 2.20 Recapture : NO At Final : 1.000 S.D.L. 3.00 3.00 Comp shear : NO Bearing : 1.150 Topg wt 0.00 2.30 Bi-Linear : YES ----------------------------------------------------------------------------- \1 TOPPING DATA None ------------------- 7----------------------------------------------------------- OPENING DATA None ------------------------------------------------------------------------------- LOADING DATA Ecc,in Description OL 0.191 k/ft at 0.00 ft to 0.191 k/ft at 25.25 ft 0.00 Self Weight LL 0.040 ksf fr 0.00 ft to 25.25 ft 0.00 SLL CLASSRM DL 0.018 ksf fr 0.00 ft to 25.25 ft 0.00 NC TOP \ OL 0.02o ksf fr 0.00 ft to 25.25 ft 0.00 SOL v OL 0.090 k/ft at 0.00 ft to 0.030 k/ft at 6.30 ft 0.00 PART. LOAD OL 0.030 k/ft at 6.30 ft to 0.030 k/ft at 18.95 ft 0.00 " DL 0.030 k/ft at 18.95 ft to 0.090 k/ft at 25.25 ft 0.00 " ------------------------------------------------------------------------------- PRESTRESSED STRAND DATA Losses : PCI Loss at release : 0.0% Fpu,ksi : 250.00 Strand ID: 3/8 -250K at final : 0.0% Fpy,ksi : 225.00 Areazin2 : 0.080 Hrs to release : 24 Eps,ksi : 29000 Dia,in 0.375 Days to topping : 30 Rel Hum : 75% Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET $ OF 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.la by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------ --------------------------------------------- Ld Mult : 1.00 Days to Comp DL : 60 ------------------------------------------------------------------------------- PRESTRESSED STRAND PATTERN DATA Strands : 12.00 Type : LOW RELAXATION Profile : STRAIGHT Pull : 0.68*fpu = 13.6k /Str Template: 14 at 0.94 in 1 at 0.95 in 8 at 4.75 in \ 1 at 4.76 in \v' Strand Patterns Left: 11.00 at 0.94 in 1.00 at 0.95 in Right : Equivalent to left end pattern Y-cg,in : Left= 0.94 ------------------------------------------------------------------------------- STRAND GROUPS, SHIELDING AND PULL DATA Group No. of Strand Height in Pull Shielding,ft Type No Strands Left ---- Depr --- Right Frac Left ---Right 1 1.00 0.95 0.95 0.95 0.68 0.00 0.00 ENDS 2 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 3 2.00 0.94 0.94 0.94 0.68 2.00 2.00 ENDS 4 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 5 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 6 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 7 1.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS ------------------------------------------------------------------------------- REBAR DATA TENSION STEEL SHEAR STEEL Es,ksi : 29000 Fy,ksi : 60 Fs,ksi : 30 Fy,ksi : 60 ------------------------------------------------------------------------------- REBAR PATTERN DATA None ------------------------------------------------------------------------------- BEARING STEEL DATA Fy,ksi 60 Nu/Vu 0.200 Length,in : 0.00 Width,in 0.00 Dist to Brg,in 0.00 Theta,min : 0.00 Theta,max 0.00 Theta,increment : 0.00 ------------------------------------------------------------------------------- Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET I OF 23- 402 Heckscher Drive Jacksonville, FL 32218 + JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : ------------------------------------------------------------------------------- 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK DESIGN SUMMARY ( Data file : 6GCSPCS ) ------------------------------------------------------------------------------- Loc, ft> 0.42 1.56 10.10 12.63 15.15 23.69 24.83 ------------------------------------------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 A,in2 202.5 202.5 202.5 202.5 202.5 202.5 202.5 I,in4 804 804 804 804 804 804 804 ` Yb,in 2.92 2.92 2.92 2.92 2.92 2.92 2.92 v Ic,in4 804 804 804 804 804 804 804 Ybc,in 2.92 2.92 2.92 2.92 2.92 2.92 2.92 ------------------------------------------------------------------------------- RELEASE STRESSES (psi Total (Prestress + Se f-wt) Top Bottom -92 418 -286 1500 154 1333 181 1313 154 1338 -286 1500 -92 418 Losses 5.8% 5.8% 5.4% 5.3% 5.4% 5.8% 5.8% ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 \4 Top -1 118 1474 1551 1474 113 -1 Bottom 287 948 -64 -130 -64 948 287 Losses 18.7% 18.7% 15.1% 14.7% 15.1% 18.7% 18.7% ------------------------------------------------------------------------------- ULTIMATE STRENGTH Mu,k-ft 2.5 13.2 59.6 62.1 59.6 13.2 2.5 Msc,k-ft 11.0 38.3 74.6 75.2 74.6 38.3 11.0 Mor,k-ft 84.5 84.5 84.5 84.5 84.5 84.5 84.5 pMn,k-ft 11.0 38.3 74.6 75.2 74.6 38.3 11.0 phiMn/Mu 4.40 2.89 1.25 1.21 1.25 2.89 4.40 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 9.9 8.9 2.0 0.0 2.0 8.9 9.9 Tusk-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vc1,k 72.7 30.4 10.0 10.0 10.0 30.4 72.7 Vcw,k 24.4 35.0 38.7 38.8 38.7 35.0 24.4 Vc,k 24.4 30.4 10.0 10.0 10.0 30.4 24.4 Vs,k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 47.0 47.0 47.0 47.0 47.0 47.0 47.0 \ Tc,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 V Ts,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Av,in2/ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S-Max,in 4.50 4.50 4.50 4.50 4.50 4.50 4.50 ------------------------------------------------------------------------------- CAMBERS AND DEFLECTIONS (in) Release: -0.07 0.06 0.60 0.63 0.60 0.06 -0.07 Erect. : 0.05 0.26 1.08 1.12 1.08 0.26 0.05 Final : ------------------------------------------------------------------------------- -0.00 -0.01 -0.45 -0.49 -0.45 -0.01 -0.00 Gate Concrete Products Co. PHONE: (904) 757-0860 + SHEET16 OF 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- INPUT DATA ( Data file : 6GCSPCS ) --------------------------------------------------------------- PROJECT DATA - ------------- �s a�vDt.D ScA�p . Jc Pro ect Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS Tas� Id : TYP CLASSRM PLANK W/ FOLDING PARTITION (PART. OPEN) PRECAST DATA SPAN DATA CONCRETE DATA Section ID : 6GCSPCS Overall Len 25.25 ft Precast Type : HC Support Loc Left,ft Right,ft f'c,Psi 5000 Area Iin2 Yb,in 196.3 2.98 Release Final 1.00 1.00 0.17 0.17 f'ci,psi 4500�- \ Wc,pcf 140 `Trib. 2.00 2.00 Ec, si 3865.4 M.I.,in4 779 wid Bfl-top,in 48.00 Location INTERIOR Eci,ksi 3667.0 Tfl-top,in 1.00 Exposure : INTERIOR fct,Psi 0.0 H,in Bfl-bot,in 6.00 48.00 ALLOWABLE CONCRETE STRESSES ecu 0.0030 Topping \ Tfl-bot,in 1.25 f'ct,psiNA 3000 Wct'Pcf 150 V Web extnt,in: 48.00 Release Comp,psi Tens,psi Shear wid,in: 17.50 Prec-top 2700.0 -402.5 Ect,ksi 3320.6 Stems, No. 1 Bottom 2700.0 -201.2 top wid,in : 17.50 Final PHI FACTORS bot wid,in : 17.50 Topg-top 1350.0 -328.6 V/S,in 1.82 Prec-top 2250.0 -424.3 Flexure 0.90 Sx2y,in3 533.16 Bottom 2250.0 -424.3 Shear : 0.85 x1,1n 0.00 Concrete 1.00 yl,in 0.00 CAMBER AND DEFLECTION MULT. Steel 1.00 W/o Topg W/ Topg Bearing 0.85 LOAD MULTIPLIERS At erection Self wt 1.85 1.85 MISCELLANEOUS DATA OL Factor : 1.400 Prestress 1.80 1.80 LL Factor : 1.700 Final Shoring NONE Self Weight v V Self wt 2.70 2.40 2.45 2.20\, Transformed: YES Recapture : NO At Release : 1.000 Prestress At Final : 1.000 S.D.L. 3.00 3.00 Comp shear : NO Bearing : 1.150 Topg wt - 0.00 2.30 Bi-Linear : YES ------------------------------------------------------------------------------- TOPPING DATA None ------------------------------------------------------------------------------- OPENING DATA �► None ------------------------------------------------------------------------------- LOADING DATA Ecc,in Description OL 0.191 k/ft at 0.00 ft to 0.191 k/ft at 25.25 ft 0.00 Self Weight \ LL 0.040 ksf fr 0.00 ft to 25.25 ft 0.00 SLL CLASSRM \ DL 0.018 ksf fr 0.00 ft to 25.25 ft 0.00 NC TOP JDL 0.020 ksf fr 0.00 ft to 25.25 ft 0.00 SDL DL 0.455 k/ft at 0.00 ft to 0.455 k/ft at 5.00 ft 0.00 PART. LOAD OPEN ------------------------------------------------------------------------------- PRESTRESSED STRAND Losses : PCI DATA Loss at release : 0.0% Fpu,ksi : 250.00 Strand ID: 3/8 -250K at final : 0.0% Fpy,ksi : 225.00 Area,in2 : 0.080 Hrs to release : 24 Eps,ksi : 29000 Diain 0.375 Days to topping : 30 Rel Hum : 75% Ld Ault 1.00 ------------------------------------------------------------------------------- Days to Comp OL : 60 Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEETI( OF '2-2- 402 Heckscher Drive Jacksonville, FL 32218 r JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- PRESTRESSED STRAND PATTERN DATA Strands : 12.00 Type : LOW RELAXATION Profile : STRAIGHT Pull : 0.68*fpu = 13.6k /Str Template: 14 at 0.94 in 1 at 0.95 in 8 at 4.75 in 1 at 4.76 in Strand Patterns Left: 11.00 at 0.94 in 1.00 at 0.95 in Right : Equivalent to left end pattern Y-cg,in : Left= 0.94 ------------------------------------------------------------------------------- STRAND GROUPS, SHIELDING AND PULL DATA Group No. of Strand Height,in Pull Shielding,ft Type No Strands Left ---- Depr --- Right Frac Left ---Right 1 1.00 0.95 0.95 0.95 0.68 0.00 0.00 ENDS 2 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS \ 3 2.00 0.94 0.94 0.94 0.68 2.00 2.00 ENDS-�1�, 4 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 5 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 6 2.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS 7 1.00 0.94 0.94 0.94 0.68 0.00 0.00 ENDS ------------------------------------------------------------------------------- REBAR DATA TENSION STEEL SHEAR STEEL Es,ksi : 29000 Fy,ksi : 60 Fs,ksi : 30 Fy,ksi : 60 ------------------------------------------------------------------------------- REBAR PATTERN DATA None ------------------------------------------------------------------------------- BEARING STEEL DATA Fy,ksi : 60 Nu/Vu 0.200 Length,in : 0.00 Width,in 0.00 Dist to Brg,in 0.00 Theta,min : 0.00 Theta,max 0.00 Theta,increment : 0.00 ------------------------------------------------------------------------------- Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET ,Z OF 2-2-- 402 Heckscher Drive Jacksonville, FL 32218 JOB NO' 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- DESIGN SUMMARY ( Data file : 6GCSPCS ) ------------------------------------------------------------------------------- Loc, ft> 0.42 1.56 10.10 12.63 15.15 23.69 24.83 ------------------------------------------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 A,in2 202.5 202.5 202.5 202.5 202.5 202.5 202.5 I,in4 804 804 804 804 804 804 804 Yb,in 2.92 2.92 2.92 2.92 2.92 2.92 2.92 Ic,in4 804 804 804 804 804 804 804 Ybc,in 2.92 2.92 2.92 2.92 2.92 2.92 2.92 - ----------------------------------------------------------------------------- RELEASE STRESSES (psi Total (Prestress + Se f-wt) Top -92 -286 154 181 154 -236 -92 Bottom 418 1500 1338 1313 1338 1500 413 Losses 5.8% 5.8% 5.4% 5.3% 5.4% 5.8% 5.8s: ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 \ _ Top 14 192 1501 1549 1452 101 -5 v Bottom 273 884 -87 -129 -45 964 290 Losses 18.4% 18.4% 15.0% 14.8% 15.3% 18.8% 18.8% ------------------------------------------------------------------------------- ULTIMATE STRENGTH Mu,k-ft 3.0 15.5 60.4 62.0 58.9 12.7 2.4 Msc,k-ft 11.0 38.5 74.6 75.2 74.5 33.2 11.0 Mor,k-ft 34.5 84.5 84.5 84.5 84.5 84.5 34.5 pMn,k-ft 11.0 38.5 74.6 75.2 74.5 38.2 11.0 phiMn/Mu 3.71 2.48 1.23 1.21 1.27 3.01 4.61 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 11.8 10.2 1.6 0.3 2.2 8.6 9.5 Tusk-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vcj.,k 72.8 30.0 10.0 10.0 10.0 30.5 72.7 Vcw,k 24.5 35.1 38.7 38.8 38.7 35.0 24.4 Vck 24.5 30.0 10.0 10.0 10.0 30.5 24.4 Vs:k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 47.0 47.0 47.0 47.0 47.0 47.0 47.0 Tc,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ts,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Av,in2/ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S-Max,in 4.50 4.50 4.50 4.50 4.50 4.50 4.50 ------------------------------------------------------------------------------- CAMBERS AND DEFLECTIONS (in) Release: Erect. : -0.07 0.05 0.06 0.26 0.60 1.08 0.63 1.12 0.60 1.08 0.06 0.26 -0.07 0.05 Final . ------------------------------------------------------------------------------- -0.01 -0.04 -0.50 -0.53 -0.46 -0.01 0.00 6GC126X 6" Standard .75" Cover PRONTO v2.11 Precast/Prestressed Concrete Beam Selection Aid SHEET1.3 OF Z-:Z- (c) Copyright LEAP Software, Inc, 91-92. All rights reserved JOB NO GENERAL DATE 11-19-98 BY JLK ------------------------------------------------------------------------------- Section:6GCSPCS ;Job Id:LOADTABLES FOR 6GCSPCS FT WIDE 2EXT.STR 0 60% Type :HOL000RE Gate Concrete Products Company Strand :3/3-25OK-LL 402 Heckscher Drive Jacksonville, FL 32213 250K Lo Relax 68% ;Phone: (904) 757-0860 -------------------- --------------------------------------- DIMENSIONS (In) PROPERTIES Precast Precast height: 6.00 Area,In2 196.8 Flange width : 48.00 M.I.,In4 779.0 Flange thick : 1.00 Yt,In 3.02 Web width : 17.50 Yb,In 2.98 UnitWt,Lb/Ft3: 140 Elast,K/In2 : 3865.4 ----------------------------------------------------------------------------- CONCRETE STRENGTH (psi) ALLOW STRESS (psi) Comp Tension Rel (f'ci): 3000 ( 4500) Rel 0.60*f'ci= 1800.0 6.0*sgrt(f'ci)= -328.6 Final (f'c): 5000 Final: 0.45*f'c = 2250.0 6.0*sgr4 f'c) = -424.3 ------------------------------------------------------------------------------- LOADING Self Wt= 191.3 Lb/Ft CONSTANTS U=1.0*[1.4*DL+1.7*LL] Shoring: N/A + SW Mult: Rel =1.00 Final=1.00 Shr Stl: Yes SDL-P = 0.0 Lb/Ft2 1 Phi : Flex=0.90 Shear=0.85 Masking: No Losses : Rel Hum=75.0% Hours=24.0 U/S=1.32 ------------------------------- ----------------------------------------------- STEEL Pattern:126-S Fpu:250 No:12.00 Ksi-Lo Relax As: 0.96 in2 Pu11:63x Ee:''2.04in Em: 2.04in Fy=60K/In2 Fs= 30K/In2 Shear method: BRIEF -------------------------------------------------------------------------------- f'ci ---Camber-- LL---- Av---- --Critical Point - Span LL Regd Ast Erec Final Defi End 1/4L Loss Loc Ft Fb Ft Lb/Ft2 Lb/In2 In2 In In In In2/Ft % Ft (psi) (psi) -------------------------------------------------------------------------------- 13.0 476 3086r 0.26 0.6 0.8 -0.4 0.00 0.07 23.5 6.5 1707 -424 14.0 405 3079r 0.25 0.7 0.9 -0.5 0.00 0.03 23.3 7.0 1711 -424 15.0 348 3072r 0.24 0.8 1.1 -0.5 0.00 0.00 23.0 7.5 1716 -424 16.0 301 3065r 0.00 0.9 1.2 -0.6 0.00 0.00 22.7 8.0 1721 -424 17.0 262 3058r 0.00 0.9 1.3 -0.7 0.00 0.00 22.3 8.5 1727 -424 18.0 230 3052r 0.00 1.0 1.4 -0.7 0.00 0.00 22.0 9.0 1733 -424 19.0 202 3046r 0.00 1.1 1.5 -0.8 0.00 0.00 21.6 9.5 1739 -424 20.0 179 3040r 0.06 1.2 1.5 -0.9 0.00 0.00 21.2 10.0 1745 -424 21.0 159 3034r 0.00 1.2 1.6 -0.9 0.00 0.00 20.8 10.5 1752 -424 22.0 141 3029r 0.00 1.3 1.7 -1.0 0.00 0.00 20.4 11.0 1759 -424 23.0 126 3024r 0.00 1.3 1.7 -1.1 0.00 0.00 19.9 11.5 1767 -424 24.0 112 3020r 0.00 1.4 1.7 -1.1 0.00 0.00 19.5 12.0 1775 -424 25.0 101 3015r 0.00 1.4 1.7 -1.2 0.00 0.00 19.0 12.5 1783 -424 26.0 90 3011r 0.00 1.4 1.7 -1.2 0.00 0.00 13.5 13.0 1792 -424 27.0 81 3007r 0.00 1.4 1.7 -1.3 0.00 0.00 17.9 13.5 1800 -424 28.0 72 3004r 0.00 1.3 1.6 -1.3 0.00 Q.00 17.4 14.0 1810 -424 29.0 65 3001r 0.00 1.3 1.5 -1.4 0.00 0.00 16.8 14.5 1819 -424 30.0 58 2998 0.00 1.2 1.3 -1.4 0.00 0.00 16.2 .15.0 1829 -424 31.0 52 2995 0.00 1.1 1.1 -1.4 0.00 0.00 15.6 15.5 1839 -424 32.0 46 2993 0.00 0.9 0.9 -1.5 0.00 0.00 15.0 16.0 1350 -424 33.0 41 2991 0.00 0.8 0.6 -1.5 0.00 0.00 14.3 16.5 1861 -424 34.0 37 2989 0.00 0.6 0.3 -1.5 0.00 0.00 13.6 17.0 1872 -424 35.0 32 2985 0.00 0.3 -0.1 -1.5 0.00 0.00 12.9 17.5 1884 -424 LL suffix : c=Ult Conc, s=Ult Stl, v=Shear, Blank=Wk Stress, *=Crk Ratio < 1.2 f'ci suffix: m=Masking Assumed, r=Req Ref ) f'ci Span suffix: b=Effective width violates ACI Sec. 8.10.2. Gate Concrete Products Company Jacksonville, Florida Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEETIJ OF 402 Heckscher Drive Jacksonville, FL 32218 y JOB NO 2 271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/13/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- INPUT DATA ( Data file : 6GCSPCS ) ------------------------------------------------------------------------------- PROJECT DATA (0CaC►0 4 bx Project Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS Task Id : TYP MECH. RM. FLR PLANK, MK. 03 PRECAST DATA SPAN DATA CONCRETE DATA Section ID : 6GCSPCS Overall Len 6.58 ft Precast Type : HC Support Loc Left,ft Right,ft f'c,psi 5000 Area,in2 196.3 Release 1.00 1.00 f'ci,psi 3500 Yb,in - 2.98 Final 0.17 0.17 � Wc,FFcf 140 M.I.,in4 779 �, Trib. wid 2.00 2.00 Ec,ksi 3865.4 Bfl-top,in 48.00 Location INTERIOR Eci,ksi 3234.0 Tfl-top,in 1.00 Exposure INTERIOR fct,psi 0.0 H,in - 6.00 ecu : 0.0030 Bfl-bot,in 48.00 ALLOWABLE CONCRETE STRESSES Topping ►J Tfl-bot,in : 1.25 f'ct,psi 3000 RPrecstop Co2100.0 Ten-355.0 \,Shearxwid,in: 17.50 Ect,ksi 3320.6 Stems, No. 1 Bottom 2100.0 -177.5 top wid,in : 17.50 Final PHI FACTORS bot wid,in : 17.50 Topg-top 1350.0 -328.6 V/S,in 1.82 Prec-top 2250.0 -424.3 Flexure 0.90 Sx2y,in3 : 533.16 Bottom 2250.0 -424.3 \ Shear 0.85 xl,in 0.00 V Concrete 1.00 yl,in 0.00 CAMBER AND DEFLECTION MULT. Steel 1.00 W/o Topg W/ Topg Bearing 0.85 LOAD MULTIPLIERS At erection Self wt 1.85 1.85 MISCELLANEOUS DATA OL Factor : 1.400 Prestress 1.80 1.80 LL Factor : Self Weight 1.700 Final Self wt 2.70 2.40 Shoring \ Transformed: NONE YES At Release : 1.000 Prestress : 2.45 2.20 Recapture : NO At Final : 1.000 S.D.L. 3.00 3.00 Comp shear : NO Bearing : 1.150 Topg wt 0.00 2.30 Bi-Linear : YES ------------------------------------------------------------------------------- \TOPPING DATA None - - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OPENING DATA None ------------------------------------------------------------------------------- LOADING DATA Ecc,in Description OL 0.191 k/ft at 0.00 ft to 0.191 k/ft at 6.58 ft 0.00 Self Weight LL 0.080 ksf fr 0.00 ft to 6.58 ft 0.00 SLL MECH RM OL 0.018 ksf fr 0.00 ft to 6.58 ft 0.00 NC TOP ------------------------------------------------------------------------------- PRESTRESSED STRAND Losses : PCI DATA Loss at release 0.0% Fpu,ksi : 250.00 ID: 3/8 -250K at final 0.0%. Fpu,ksi : 225.00 \Strand Area in2 : 0.080 Hrs to release 24 Eps,ksi : 29000 Dia,in 0.375 Days to topping : 30 Rel Hum : 75% Ld Ault 1.00 Days to Comp DL : 60 ------------------------------------------------------------------------------- PRESTRESSED STRAND PATTERN DATA Strands : 4.00 Type : LOW RELAXATION Profile : STRAIGHT Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET 6 OF Z- 402 Heckscher Drive Jacksonville, FL 32218 r JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida ( Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) , BY JLK ------------------------------------------------------------------------------- Pull : 0.65*fpu = 13.Ok /Str Template: 14 atl 0.94 in 1 at 0.95 in 8 at 4.75 in 1 at 4.76 in Strand Patterns Left: 3.00 at 0.94 in 1.00 at 0.95 in Right : Equivalent to left end pattern Y-cg,in : Left= 0.94 ------------------------------------------------------------------------------- STRAND GROUPS, SHIELDING AND PULL DATA Group No. of Strand Height,in Pull Shielding,ft Type ` No Strands Left ---- Depr --- Right Frac \V 1 1.00 0.95 0.95 0.95 0.65 Left ---Right 0.00 0.00 ENDS 2 2.00 0.94 0.94 0.94 0.65 0.00 0.00 ENDS 3 1.00 0.94 0.94 0.94 0.65 ------------------------------------------------------------------------------- 0.00 0.00 ENDS REBAR DATA TENSION STEEL SHEAR STEEL Es,ksi : 29000 Fy,ksi : 60 Fs,ksi : 30 Fy,ksi : 60 ----------------------------------------------------------------------- REBAR PATTERN DATA None BEARING STEEL DATA Fy,ksi : 60 Nu/Vu 0.200 Length,in : 0.00 Width,in 0.00 Dist to Brg,in . 0.00 Theta,min : 0.00 Theta,max : 0.00 Theta,increment : 0.00 ------------------------------------------------------------------------------- Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET)(A OF 2?- 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK ------------------------------------------------------------------------------- DESIGN SUMMARY ( Data file : 6GCSPCS ) ------------------------------------------------------------------------------- Loc, ft> 0.42 ------------------------------------------------------------------------------- 1.56 2.63 3.29 3.95 5.02 6.16 REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 A,in2 198.4 198.4 198.4 198.4 198.4 198.4 198.4 I,in4 788 738 788 788 788 788 788 �1bb,in 2.96 2.96 2.96 2.96 2.96 2.96 2.96 Ic,in4 733 738 783 788 788 733 738 Ybc,in 2.96 2.96 2.96 2.96 2.96 2.96 2.96 - ----------------------------------------------------------------------------- RELEASE STRESSES (psi) Total (Prestress + Self-wt) Top -33 -133 -122 -120 -122 -133 -38 Bottom 172 630 620 618 620 630 172 Losses 3.0% 3.0% 2.9% 2.9% 2.9% 3.0%c 3.0% ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 ` \V_ Top -14 -36 -2 4 -2 -36 -14 Bottom 137 493 461 456 462 493 137 Losses 11.2% 11.2% 11.1% 11.1% 11.1% 11.2% 11.2% ------------------------------------------------------------------------------- ULTIMATE STRENGTH Mu,k-ft 0.7 3.1 4.2 4.4 4.2 3.1 0.7 Msc,k-ft 4.7 16.8 20.8 23.1 20.8 16.8 4.7 Mor,k-ft 84.5 84.5 84.5 84.5 84.5 84.5 84.5 \ Y pMn,k-ft 4.7 16.8 20.8 23.1 20.8 16.8 4.7 phiMn/Mu 6.95 5.50 4.91 5.22 4.91 5.50 6.96 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 2.6 1.6 0.6 0.0 0.6 1.6 2.6 Tu,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vcl,k 51.6 14.7 10.0 .10.0 10.0 14.7 51.6 Vcw,k 22.2 26.7 26.7 26.7 26.7 26.7 22.2 Vc,k 22.2 14.7 10.0 10.0 10.0 14.7 22.2 Vs,k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ Vs max 46.9 46.9 46.9 46.9 46.9 46.9 46.9 \V Tc,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ts,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Av,in2/ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S-Max,in 4.50 4.50 4.50 4.50 4.50 4.50 4.50 ` ------------------------------------------------------------------------------- CAMBERS AND DEFLECTIONS Release: -0.01 0.01 (in) 0.01 0.01 0.01 0.01 -0.01 Erect. : 0.01 0.03 0.04 0.04 0.04 0.03 0.01 Final : 0.01 ------------------------------------------------------------------------------- 0.04 0.05 0.05 0.05 0.04 0.01 Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET I-7 OF 2.Z 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK -------------------- ----------------------------------------------------------- INPUT DATA ( Data file : 6GCSPCS ) PROJECT DATA C C, C D 46X Project Id : NEW EDUCATION BUILDING FOR 1st BAPTIST OF ZEPHYRHILLS Task Id : TYP CORRIDOR FLR PLANK, M_ 05 PRECAST DATA SPAN DATA CONCRETE DATA Section ID : 6GCSPCS Overall Len : 8.54 ft Precast Type : HC Support Loc Left,ft Right,ft f'c,psi. 5000 Area,in2 - 196.3 Release 1.00 1.00 f'ci,psi 3500 Yb,in 2.98 \ Final 0.17 0.17 Wc,pcf - 140 M.I.,in4 7 , si 3865.4 Bfl-top,in : 48.00 Location INTERIOR Eci,ksi 3234.0 Tfl-top,in : 1.00 Exposure INTERIOR fct,psi 0.0 v H,in 6.00 ecu 0.0030 Bfl-bot,in : 48.20 ALLOWABLE CONCRETE STRESSES Topping N Tfl-bot,in : 1. 5 f'ct,psi 3000 Web extnt,in: 48.00 Release Comp,psi Tens,psi Wct,pcf 150 Shear wid,in: 17.50 Prec-top 2100.0 -355.0 �' Eci,ksi 3320.6 Stems, No. 1 Bottom 2100.0-177..5 top wid,in : 17.50 \4 Final PHI FACTORS bot wid,in : 17.50 Topg-top 1350.0 -328.6 V/S,in 1.82 Prec-top 2250.0 -424.3 Flexure - 0.90 Sx2y,in3 533.16 Bottom 2250.0 -424.3 Shear : 0.85 xl,in 0.00 \,Concrete 1.00 yi,in 0.00 CAMBER AND DEFLECTION MULT. V Steel 1.00 W/o Topg W/ Topg Bearing 0.85 LOAD MULTIPLIERS At erection Self wt 1.85 1.85 MISCELLANEOUS DATA DL Factor : 1.4001 Prestress 1.80 1.80 \ LL Factor : 1.700 Final Shoring : NONE V Self Weight Self wt - 2.70 2.40 Transformed: YES At Release : 1.000 Prestress - 2.45 2.20 Recapture : NO At Final : 1.000 S.D.L. - 3.00 3.00 Comp shear : NO Bearing : 1.150 Topg wt - 0.00 2.30 Bi-Linear : YES ------------------------------------------------------------------------------- TOPPING DATA None ------------------------------------------------------------------------------- OPENING DATA None -------- ------------ --------------------------------------------------------- LOADING DATA Ecc,in Description OL 0.191 k/ft at 0.00 ft to 0.191 k/ft at 8.54 ft 0.00 Self Weight LL 0.080 ksf fr 0.00 ft to 8.54 ft 0.00 SLL DL 0.018 ksf fr 0.00 ft to 8.54 ft 0.00 SDL(INCL.NCTOP) ------------------------------------------------------------------------------- PRESTRESSED STRAND DATA Losses : PCI Loss at release : 0.0% Fpu,ksi : 250.00 Strand ID: 3/8 -250K at final : 0.0% Fpy,ksi : 225.00 ` _Area in2 : 0.080 Hrs to release : 24 Eps,ksi : 29000 v Dia,in 0.375 Days to topping : 30 Rel Hum : 75% Ld Kilt 1.00 Days to Comp OL : 60 ------------------------------------------------------------------------------- PRESTRESSED STRAND PATTERN DATA V Strands : 4.00 'Type : LOW RELAXATION Profile : STRAIGHT Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET 1$ OF 2:Z 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP (5327) ( TAMPA AREA: 813-985-9170 ) BY JLK ------------------------------------------------------------------------------- Pull : 0.65*fpu = 13.Ok /Str Template: 14 at 0.94 in 1 at 0.95 in 8 at 4.75 in 1 at 4.76 in Strand Patterns Left: 3.00 at 0.94 in 1.00 at 0.95 in Right : Equivalent to left end pattern Y-cg,in : Left= 0. 4 ------------------------------------------------------------------------------- STRAND GROUPS, SHIELDING AND PULL DATA Group No. of Strand Height,in Pull Shielding,ft Type No Strands Left ---- Depr --- Right Frac Left ---Right 1 1.00 0.95 0.95 0.95 0.65 0.00 0.00 ENDS v 2 2.00 0.94 0.94 0.94 0.65 0.00 0.00 ENDS 3 1.00 0.94 0.94 0.94 0.65 0.00 0.00 ENDS ------------------------------------------------------------------------------- REBAR DATA I TENSION STEEL SHEAR STEEL Es,ksi : 29000 Fy,ksi : 60 Fs,ksi : 30 Fy,ksi : 60 ------------------------------------------------------------------------------- REBAR PATTERN DATA None -------------------- ----------------------------------------------------------- BEARING STEEL DATA Fy,ksi : 60 Nu/Vu 0.200 Length,in : 0.00 Width,in : 0.00 Dist to Brg,in : 0.00 Theta,min : 0.00 Theta,max 0.00 Theta,increment : 0.00 ------------------------------------------------------------------------------- Gate Concrete Products Co. PHONE: (904) 757-0860 ' SHEET19 OF 2L 402 Heckscher Drive Jacksonville, FL 32218 JOB NO 23271 Program: Presto -V7.1a by LEAP Software Inc., Tampa, Florida Date 7/18/102 PHONE : 1-800-451-LEAP ------------------------------------------------------------------------------- (5327) ( TAMPA AREA: 813-985-9170 ) ; BY JLK DESIGN SUMMARY ( Data file : 6GCSPCS ) ------------------------------------------------------------------------------- Loc, ft> 0.42 1.56 3.42 4.27 5.12 6.98 8.12 ------------------------------------------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 A,in2 198.4 198.4 198.4 198.4 198.4 198.4 198.4 I,in4 788 788 788 788 788 788 788 \ Yb,in 2.96 2.96 2.96 2.96 2.96 2.96 2.96 V Ic,in4 788 788 788 788 788 788 788 Ybc,in 2.96 2.96 2.96 2.96 2.96 2.96 2.96 ------------------------------------------------------------------------------- RELEASE STRESSES (psi Total (Prestress + Se f-wt) Top -38 -128 -99 -96 -99 -128 -38 Bottom 172 625 599 596 599 625 172 v Losses 3.0% 3.0% 2.9% 2.8% 2.9% 3.0% 3.0% ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 Top -8 1 90 99 90 1 -8 Bottom 131 458 374 365 374 458 131 Losses 11.1% 11.1% 10.8% 10.8% 10.8% 11.1% 11.1% ------------------------------------------------------------------------------- ULTIMATE STRENGTH Mu,k-ft 0.9 4.3 7.3 7.7 7.3 4.3 0.9 Msc,k-ft 4.7 16.8 23.6 26.6 23.6 16.8 4.7 Mork-ft 84.5 84.5 84.5 84.5 84.5 84.5 84.5 pMn,k-ft 4.7 16.8 23.6 26.6 23.6 16.8 4.7 phiMn/Mu 5.22 3.91 3.22 3.48 3.22 3.92 5.22 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 3.5 2.5 0.8 0.0 0.8 2.5 3.5 Tusk-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vc1,k 51.9 16.0 10.0 10.0 10.0 16.0 51.9 Vcw,k 22.2 26.7 26.7 26.7 26.7 26.7 22.2 Vc,k 22.2 16.0 10.0 10.0 10.0 16.0 22.2 Vs,k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 46.9 46.9 46.9 46.9 46.9 46.9 46.9 Tc,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - V Ts,k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Av,in2/ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S-Max,in 4.50 4.50 4.50 4.50 4.50 4.50 4.50 ------------------------------------------------------------------------------- CAMBERS AND DEFLECTIONS (in) Release: -0.01 Erect. : 0.01 0.01 0.04 0.03 0.07 0.03 0.07 0.03 0.07 0.01 0.04 -0.01 0.01 Final 0.01 ------------------------------------------------------------------------------- 0.04 0.08 0.08 0.08 0.04 0.01 6GCO46X 6" Standard . .76" Cover PRONTO v2.11 Precast/Prestressed Concrete Beam Selection Aid SHEET Z6 OF (c) Copyright LEAP Software, Inc, 91-92. All rights reserved r JOB NO GENERAL DATE 11-19-98 BY JLK ------------------------------------------------------------------------------- Section:6GCSPCS ;Job Id:LOAOTABLES FOR 6GCSPCS FT WIDE 2EXT.STR @ 60% Type :HOL000RE 'Gate Concrete Products Company Strand :3/8-25OK-LL 1402 Heckscher Drive Jacksonville, FL 32218 250K Lo Relax 65% ,Phone: (904) 757-0860 ---------- ----------------------------------------------- DIMENSIONS (In) PROPERTIES Precast Precast height: 6.00 Area,In2 196.3 Flange width : 48.00 M.I.,In4 779.0 Flange thick : 1.00 Yt,In 3.02 Web width : 17.50 Yb,In 2.98 UnitWt,Lb/Ft3: 140 Elast,K/In2 . 3865.4 --------------------------------- --------------------------------------------- CONCRETE STRENGTH (psi) ALLOW STRESS (psi) Comp Tension Rel (f'ci): 3000 ( 4500) Rel 0.60*f'ci= 1800.0 6.0*sgrt4f'ci)= -328.6 Final (f'c): 5000 Final: 0.45*f'c = 2250.0 6.0*sgrt((f'c) = -424. -- - -- - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - T - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAOING Self Wt= 191.3 Lb/Ft CONSTANTS U=1.0*[1.4*OL+1.7*LL] Shoring: N/A + SW Mult: Rel =1.00 Final=1.00 Shr Stl: Yes SOL-P = 0.0 Lb/Ft2 4 Phi : Flex=0.90 Shear=0.85 Masking: No Losses : Rel Hum=75.0% Hours=24.0 V/S=1.32 -------------------------------------- ---------------------------------------- STEEL Pattern:46-S Fpu:250 No: 4.00 Ksi-Lo Relax As: 0.32 in2 Pu11:65A Ee: '2.04in Em: 2.04in Fy=60K/In2 Fs= 30K/In2 Shear method: BRIEF -------------------------------------------------------------------------------- f'ci ---Camber-- LL---- Av---- --Critical Point - Span LL Regd Ast Erec Final Defl End 1/4L Loss Loc Ft Fb Ft Lb/Ft2 Lb/In2 In2 In In In In2/Ft %c Ft (psi) (psi) -------------------------------------------------------------------------------- 6.0 653*s 1032 0.00 0.0 0.1 -0.0 0.00 0.00 11.1 2.4 434 38 7.0 505*s 1021 0.00 0.1 0.1 -0.0 0.00 0.00 11.0 2.3 476 -3 8.0 405*s 1010 0.00 0.1 0.1 -0.0 0.00 0.00 10.8 3.2 518 -43 9.0 333*s 1000 0.00 0.1 0.1 -0.1 0.00 0.00 10.6 3.6 561 -84 10.0 279*s 989 0.00 0.1 0.1 -0.1 0.00 0.00 10.4 4.0 103 -125 11.0 236*s 979 0.00 0.1 0.2 -0.1 0.00 0.00 10.2 5.5 663 -138 12.0 192*s 968 0.00 0.1 0.2 -0.1 0.00 0.00 10.0 6.0 672a -190 13.0 158*s 958 0.00 0.1 0.2 -0.1 0.00 0.00 9.7 6.5 676 -194 14.0 131*s 948 0.00 0.2 0.2 -0.2 0.00 0.00 9.4 7.0 681 -197 15.0 109*s 938 0.00 0.2 0.2 -0.2 0.00 0.00 9.1 7.5 637 -200 16.0 91*s 928 0.00 0.1 0.2 -0.2 0.00 0.00 8.8 8.0 697- -204 17.0 76*s 913 0.00 0.1 0.2 -0.2 0.00 0.00 8.5 3.5 693 -208 18.0 64*s 908 0.00 0.1 0.1 -0.2 0.00 0.00 8.1 9.0 704 -213 19.0 53*s 899 0.00 0.1 0.1 -0.2 0.00 0.00 7.7 9.5 711 -217 20.0 44*s 889 0.00 0.0 -0.0 -0.2 0.00 0.00 7.3 10.0 718 -27-2 21.0 36*s 880 0.00 -0.0 -0.1 -0.2 0.00 0.00 6.3 10.5 726 -227 22.0 30*s 870 0.00 -0.1 -0.2 -0.2 0.00 0.00 6.4 11.0 733 -232 LL suffix : c=Ult Conc, s=Ult Stl, v=Shear, Blank=Wk Stress, *=Crk Ratio 1.2 f'ci suffix: m=Maskinq Assumed, r=Req Rel > f'ci Span suffix: b=Effective width violates ACI Sec. 8.10.2. Gate Concrete Products Company Jacksonville, Florida 6GC106X 6" Standard .75" Cover PRONTO v2.11 Precast/Prestressed Concrete Beam Selection Aid ' SHEET 7-1 OF (c) Copyright LEAP Software, Inc, 91-92. All rights reserved f JOB NO GENERAL DATE 11=19-98 ------------------------------------------------------------------------------- BY JLK Section:6GCSPCS 'Job Id:LOAOTABLES FOR 6GCSPCS FT WIDE 2EXT.STR @ 60% Type :HOL000RE Gate Concrete Products Company Strand :3/8-25OK-LL 1402 Heckscher Drive Jacksonville, FL 32213 250K Lo Relax 68% ,Phone: (904) 757-0860 ------------------------------------------------------------------------------- DIMENSIONS (In) PROPERTIES Precast Precast height: 6.00 Area,In2 - 196.8 Flange width : 48.00 M.I.,In4 779.0 Flange thick : 1.00 Yt,In 3.02 Web width : 17.50 Yb,In 2.98 UnitWt,Lb/Ft3: 140 Elast,K/In2 : 3865.4 ------------------------------------------------------------------------------- CONCRETE STRENGTH (psi) ALLOW STRESS (psi) Comp Tension Rel (f'ci): 3000 ( 4500) Rel : 0.60zf'ci= 1800.0 6.0*sgrt(f'ci)= -328.6 Final (f'c)): 5000 Final: 0.45*f'c = 2250.0 6.Ozsgrt((f'c) = -424.3 ------------------------------------------------------------------------------- LOAOING Self Wt= 191.3 Lb/Ft S CONSTANTS U=1.0*[1.4*DL+1.7*LL] Shoring: N/A SW Mult: Rel =1.00 Final=1.00 Shr St Yes SOL-P = 0.0 r Lb/Ft2 Phi : Flex=0.90 Shear=0.85 Masking: No ------------------------------- Losses : Rel --------------------------------------- Hum=75.0% Hours=24.0 V/S=1.82 STEEL Pattiern:106-S Fpu:250 No:10.00 Ksi-Lo Relax As: 0.80 in2 Pull:63X Ee: 2.04in Em: 2.04in Fy=6OK/In2 Fs= 30K/In2 Shear method: BRIEF -------------------------------------------------------------------------------- f'ci ---Camber-- LL ---- Av---- --Critical Point- Spen LL Regd Ast Erec Final Defl End 1/4L Loss Loc Ft Fb Ft Lb/Ft2 Lb/In2 In2 In In In In2/Ft X Ft (psi) (psi) -------------------------------------------------------------------------------- 11.0 590s 2608 0.00 0.4 0.5 -0.3 0.00 0.08 20.6 5.5 1490 -381 12'0 490s 2600 0.00 0.4 0.6 -0.3 0.00 0.04 20.4 6.0 1494 -381 13.0 411s 2591 0.00 0.5 0.7 -0.4 0.00 0.00 20.1 6.5 1498 -382 14.0 349s 2583 0.00 0.6 0.3 -0.4 0.00 0.00 19.9 7.0 1502 -382 15.0 299s 2575 0.00 0.6 0.9 -0.5 0.00 0.00 19.6 7.5 1502 -383 16.0 258s 2567 0.00 0.7 0.9 -0.5 0.00 0.00 19.3 8.0 1512 -383 17.0 224s 2560 0.00 0.8 1.0 -0.6 0.00 0.00 18.9 8.5 1517 -384 13.0 196s 2553 0.00 0.8 1.1 -0.6 0.00 0.00 13.6 9.0 1523 -385 19.0 172s 2546 0.00 0.9 1.1 -0.7 0.00 0.00 18.2 9.5 1529 -386 20.0 151s 2539 0.00 0.9 1.2 -0.7 0.00 0.00 17.8 10.0 1535 -386 21.0 133s 2533 0.00 0.9 1.2 -0.8 0.00 0.00 17.4 10.5 1542 -387 22.0 118s 2526 0.00 1.0 1.2 -0.8 0.00 0.00 17.0 11.0 1548 -383 23.0 1053 2520 0.00 1.0 1.2 -0.9 0.00 0.00 16.5 11.5 1556 -389 24.0 93s '2515 0.00 1.0 1.2 -0.9 0.00 0.00 16.0 12.0 1563 -390 25.0 83s 2509 0.00 1.0 1.2 -1.0 0.00 0.00 15.6 12.5 1571 -391 26.0 73s 2504- 0.00 0.9 1.1 -1.0 0.00 0.00 15.0 13.0 1579 -392 27.0 65s 2499 0.00 0.9 1.0 -1.0 0.00 0.00 14.5 13.5 1588 -393 28.0 58s 2494 0.00 0.3 0.9 -1.1 0.00 0.00 14.0 14.0 1596 -394 29.0 51s 2489 0.00 0.7 0.7 -1.1 0.00 0.00 13.4 14.5 1605 -395 30.0 45s 2485 0.00 0.6 0.5 -1.1 0.00 0.00 12.8 15.0 1615 -396 31.0 40s 2481 0.00 0.4 0.3 -1.1 0.00 0.00 12.2 15.5 1625 -397 32.0 35s 2477 0.00 0.2 -0.0 -1.1 0.00 0.00 11.5 16.0 1635 -399 LL suffix : c=Ult Conc, s=Ult Stl, v=Shear, 81ank=Wk Stress, *=Crk Ratio < 1.2 f'ci suffix: m=Masking Assumed, r=Req Rel > f'ci Span suffix: b=Effective width violates ACI Sec. 8.10.2. Gate Concrete Products Company Jacksonville, Florida 6GCO66X 6" Standard .75" Cover PRONTO v2.11 Precast/Prestressed Concrete Beam Selection Aid (c) Copyright LEAP Software, Inc, 91-92. All rights reserved SHEET *ZZ OF JOB NO GENERAL DATE 11-19-9S BY JLK ------------------------------------ Section:6GCSPCS ------------------------------------------ ;Job Id:LOADTABLES FOR 6GCSPCS FT WIDE 2EXT.STR B 60% Type :HOL000RE Gate Concrete Products Company Strand :3/8-25OK-LL 1402 Heckscher Drive Jacksonville, FL 32218 250K Lo Relax 67% ,Phone: (904) 757-0860 --------------------- DIMENSIONS (In) -------------------------------------- PROPERTIES Precast Precast height: 6.00 Area,In2 196.8 Flange width : 48.00 M.I.,In4 779.0 Flange thick : 1.00 Yt,In 3.02 Web width : 17.50 Yb,In 2.98 UnitWt,Lb/Ft3: 140 Elast,K/ln2 : 3865.4 ------------------------------------------------------------------------------- CONCRETE STRENGTH (psi) ALLOW STRESS (psi) Camp Tension Rel (f'ci): 3000 ( 4500) Rel : 0.60*f'ci= 1800.0 6.0*sgrt(f'ci)= -328.6 Final (f'c): 5000 Final: 0.45*f'c = 2250.0 6.0*sgrt f'c) = -424.3 ----------- --------------------------------------------------------------------- LOAOING Self Wt= 191.3 Lb/Ft ; CONSTANTS U=1.0*[1.4*0L+1.7*LL] Shoringg: N/A SW Mult: Rel =1.00 Final=1.00 Shr S T Yes SOL-P = 0.0 + Lb/Ft2 Phi : Flex=0.90 Shear=0.85 Masking: No --------------------- Losses : Rel Hum=75.0% Hours=24.0 V/S=1.32 ----------- Fattirn:66-S Fpu:250 No: 6.00 Ksi-Lo Relax As: 0.48 in2 Pull:67% Ee: 2.04in Em: 2.04in Fy=60K/In2 Fs= 30K/In2 Shear method: BRIEF -------------------------------------------------------------------------------- f'ci ---Camber-- -LL ---- Av---- --Critical Point - Span LL Regd Ast Erec Final Defl End 1/4L Loss Loc Ft Fb Ft Lb/Ft2 Lb/In2 In2 In In In In2/Ft % Ft (psi) (psi) -------------------------------------------------------------------------------- 8.0 611*s 1577 0.00 0.1 0.2 -0.1 0.00 0.00 14.3 3.2 750 -45 9.0 505*3 1567 0.00 0.2 0.2 -0.1 0.00 0.00 14.1 3.6 808 -100 10.0 425s 1557 0.00 0.2 0.2 -0.1 0.00 0.00 13.9 4.0 865 -155 11.0 361s 1547 0.00 0.2 0.3 -0.2 0.00 0.00 13.7 5.5 956 -243 12.0 297s 1537 0.00 0.2 0.3 -0.2 0.00 0.00 13.5 6.0 960 -245 13.0 248s 1527 0.00 0.3 0.4 -0.2 0.00 0.00 13.2 6.5 964 -247 14.0 208s 1518 0.00 0.3 0.4 -0.2 0.00 0.00 13.0 7.0 969 -249 15.0 176s 1509 0.00 0.3 0.4 -0.3 0.00 0.00 12.7 7.5 974 -252 16.0 150s 1499 0.00 0.3 0.4 -0.3 0.00 0.00 12.4 8.0 979 -255 17.0 129s 1490 0.00 0.4 0.4 -0.3 0.00 0.00 12.0 3.5 985 -258 18.0 1103 1482 0.00 0.4 0.4 -0.3 0.00 0.00 11.7 9.0 991 -261 19.0 95s 1473 0.00 0.4 0.4 -0.4 0.00 0.00 11.3 9.5 997 -264 20.0 82s 1464 0.00 0.3 0.4 -0.4 0.00 0.00 10.9 10.0 1004 -268 21.0 71s '1456 0.00 03 0.4 -0.4 0.00 0.00 10.5 10.5 1011 -271 22.0 61s 1447 0.00 0..3 0.3 -0.4 0.00 0.00 10.0 11.0 1019 -275 Z3.0 52s 1439 0.00 0.2 0.2 -0.4 0.00 0.00 9.6 11.5 1027 -279 24.0 45s 1431 0.00 0.2 0.1 -0.4 0.00 0.00 9.1 12.0 1035 -283 25.0 38s 1423 0.00 0.1 -0.0 -0.4 0.00 0.00 8.6 12.5 1043 -297 26.0 32s 1416 0.00 -0.0 -0.2 -0.4 0.00 0.00 8.1 13.0 1052 -292 LL suffix : c=Ult Conc, s=Ult Stl, v=Shear, Blank=Wk Stress, *=Crk Ratio ( 1.2 f'ci suffix: m=Masking Assumed, r=Req Rel > f'ci Span suffix: b=Effective width violates ACI Sec. 8.10.2. Gate Concrete Products Company .Jacksomrille, Florida