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HomeMy WebLinkAbout1999 - Boat Ramp DesignENGINEERING DESIGN e JOB NUMBER: �j 3 I DATE. 9- 7- q5 JOB NAME. T"DE (Z F30rA T RArr S1 r3 >} s r � �N DIAL. T CIN op 21 vrs� co-u,w DESCRIPTION: 13 D.T x 6 w ►py c Dls� 13 p.T 3 -o P--o TpyL- T x 2 x 3B -0' �ooTe� CONTRACTOR: RDf}L�D D� R �NSTn -uC T1a,� DESIGNED BY: P2k k� 614 L P DURA - STRESS Inc. P.O. BOX 490779 LEESBURG , FL 34749 -0779 PHONE (352) 787 -1422 FAX (352) 787 -0080 STRUCTURAL PRESTRESSED AND ARCHITECT � E ETE PRODUCTS TEDDER BOAT RAMP SYSPRS. © RANDALL G. TEDDER, ALL RIGHTS RESERVED CONFIDENTIAL FOR YOUR SCO�dIF SA C TE NC. SO 0 8 ly 9 rDgg%§�Mli R9v �MXW►� D Y TED( ER P4f , V AL CONSENT OF RAKE G. OHIBiTED. L� , � ENGCgEERS SEAL �E51GN. CHECK �•1L PROJECT DURA — STRESS, INC. P.O. Box 490779, Leesburg, Fla. 34749 -0779 Phone 787 -1422 JOB NO F} O X-r 1913'3 0 O.. SHEE? OF DATE 4 —,_4 4 4•J GI � I c -�r 3 o► —o" G -4- r L -u o-0. - - ' !�• 1) 7,X2 NXi flt QTEDDER BOAT RAMP SYSTEMS, INC.® RANDALL G. TEDDER, PRES. tRUv, tvALL - RIGRTS RESERVED <or, wN� (oa9 COQ fl ,iTJAL L� Na THIS DOCUMENT CONTAINS TECHNICAL INFORMATION PROPRIETARY TO TEDDER BOAT RAMP SYSTEMS, INC. THE DISCLOSURE TO OTHERS OR USE OF THIS TECHNICAL INFORMATION IN ANY WAY WITHOUT PRIOR WRITTEN CONSENT OF RANDALL G. TEDDER IS FiLErtBY EXPRESSLY PROH;BITED. r11" DURA - STRESS In C. REV DESCRIPTION P.O. BOX 490779 LEESBURG . FL 34749 -0779 PHONE (352) 787 -1422 FAX (352) 787 -0080 STRUCTURAL PRESWSSED A hV ARCHITECRIR& PRECAST CGNCREIE PRODUCTS DESIGNED: DRAWN: CHECKED: PK LG8 CEC 13" DOUBLE TEE 6' -4' DATE DRAWN: IDATE 9/7/99 L1 V TRANSVERSE RAKE (1/4" DEEP) O F -1 BED /: ISSUE DATE: STEM LOC. V -2" 4' -0' V -2' go s 2- 1' -0' 6' V -0' 1' -0- 1' -0- 6- 1' -0' 2" 0 �- N /50 x CONT. �V/ 88301 - 130 STIRRUPS O 2'. 5'. 8'. 20', V 32', 44 56', 68', 80', 92', 104', 116' _ _ _ _ —• 128'. 140 ", & 150' FROM EACH ENO OF EACH STEM. ADD (6) 88301 EA. STEM O 1' -0' O.C. CENTERED O 16' -0' FROM MK END WA 140 x 6' -0' O 12" O.C. Q (40'-0" 01-S ONLY) g' (8) 1/2 "0 (270K) "LO -LAX- STRANDS —� O 31,000/ EACH - ALL STRANDS STRAIGHT MASK STRAND 10' -0' O ENDS, EA. STEM 13 "DT6' -4" DESIGN SECTION 'A' F'c - 6.000 pa: rd - 4,r-jo psi (F -1) l" 4 NOTE : ALL REBAR TO BE GRADE 60 AND EPDXY COATED 2 1/2- 88301 t t 7-6' 4• -p- 13 13 4• -a LIFTING, STRIPPIN • & HANDI IN (F -1) Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET -j OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813 - 985 -9170 ) BY PK INPUT DATA ( Data file : 5331DT1 ) ------------------------------------------------------------- PROJECT DATA ► 3 i Z-J Project Id TEDDER RAMPS AT CITY OF SEBASTIAN Task Id 13DT76 r -�to ' PRECAST DATA SPAN DATA c CONCRETE DATA Section ID : 13DT76 Overall Len 40.00 ft / Precast Type : DT Support Loc Left,ft Right,ft f'c,psi 6000 Area,in2 471.0 Release 6.00 3.50 f'ci,psi 4000 ' Yb,in 9.27 Final 8.00 2.00 Wc,pcf 150 M.I.,in4 4225- Trib. wid 3.17 3.17 Ec,ksi 4696.0 Bfl- top,in 76.00- Location INTERIOR Eci,ksi 3834.3 Tfl- top,in 5.00 Exposure INTERIOR fct,psi 0.0 H,in 13.00 ecu 0.0030 Bfl- bot,in 0.00 ALLOWABLE CONCRETE STRESSES Topping Tfl- bot,in 0.00 f'ct,psi 3000 Web extnt,in: 56.00 Release Comp,psi Tens,psi Wct,pcf 150 Shear wid,in: 11.38 Prec -top 2400.0 -379.5 Ect,ksi 3320.6 Stems, No. 2 Bottom 2400.0 -189.7 top wid,in 6.38 Final PHI FACTORS bot wid,in 5.00 Topg -top 1350.0 -328.6 V /S,in 2.46 Prec -top 2700.0 -464.8 Flexure 0.90 Sx2y,in3 2418.02 Bottom 2700.0 -464.8 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: NO 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 0.491 k /ft at 0.00 ft to 0.491 k /ft at 40.00 ft 0.00 Self Weight LL 3.000 k at 24.00 ft l 0.00 PRESTRESSED STRAND DATA Losses : PCI Loss at release 0.0% Fpu,ksi 270.00 Strand ID: 1/2 - 270K -LL at final 0.0% Fpy,ksi 243.00 �Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET Lf OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 - 451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK Area,in2 0.153 Hrs to release 24 Eps,ksi 29000 Dia,in 0.500 Days to topping 30 Rel Hum 75% Ld Mult 1.00 Days to Comp DL 60 -------------------------------------------------------------------------- PRESTRESSED STRAND PATTERN DATA Strands 8.00 Type : LOW RELAXATION Profile : STRAIGHT Pull 0.75 *fpu = 31.Ok /Str Template: 2 at 2.50 in 2 at 4.25 in 2 at 6.00 in 2 at 7.75 in Strand Patterns Left: 2.00 at 2.50 in 2.00 at 4.25 in - 2.00 at 6.00 in 2.00 at 7.75 in i Right Equivalent to left end pattern Y -cg,in Left= 5.13 ------------------------------------------------------------------------------- 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 2.00 7.75 7.75 7.75 0.75 0.00 0.00 ENDS 2 2.00 6.00 6.00 6.00 0.75 0.00 0.00 ENDS 3 2.00 4.25 4.25 4.25 0.75 10.00 10.00 ENDS 4 2.00 2.50 ------------------------------------------------------------------------------- 2.50 2.50 0.75 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 Dev. len. (ld),ft L -t L -c R -t R -c A. Precast l 8 Size 5 Bars at 11.00in fr O.00ft S to 40.00ft S 1.21 0.94 1.21 0.94 C. Rebar Sizes Used ID : Size 5 Bars ------------------------------------------------------------------------------- Area,in2 0.31 Dia,in 0.625 Size 5 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 - - - - -- Dura Stress, Inc. 11325 C. R. 44 Program: Presto -V7.1b PHONE : 1- 800 -451 -LEAP DESIGN SUMMARY --------------------- Loc, ft> 1.00 8.00 ----------------- - - - - -- PHONE: (352) 787 -1422 SHEET 5� OF Leesburg FL 34749 JOB NO 5331 by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK ( Data file : 5331DT1 ) -------------------------------- f ---------------------- 10.00 14.00 16.00 20.00 24.00 30.00 32.00 36.00 ------------------------------------------------- - - - - -- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 1 1 1 A,in2 481.6 483.8 483.8 483.8 483.8 483.8 483.8 483.8 483.8 483.8 I,in4 4256 4262 4262 4262 4262 4262 4262 4262 4262 4262 Yb,in 9.31 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 Ic,in4 4256 4262 4262 4262 4262 4262 4262 4262 4262 4262 Ybc,in 9.31 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 ------------------------------------------------------------------------------- RELEASE STRESSES (psi) 3.4 45.9 63.0 89.0 104.0 75.3 60.3 21.9 Total (Prestress + Self -wt) 144.7 172.3 177.2 184.7 177.5 144.8 144.8 Top -114 -176 -47 13 79 152 145 118 23 -227 Bottom 912 1748 1425 1702 1539 1361 1378 1016 1256 1878 Losses 4.1% 3.8% 3.70 4.10 3.8% 3.5% 3.5% 3.0% 3.1% 3.8% ------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 0 0 0 Top -102 -373 -192 -11 107 284 383 314 210 -55 Bottom 820 2121 1669 1584 1301 868 615 411 671 1316 Losses 13.9% 13.10 12.8% 13.9% 13.1% 12.3% 12.4% 11.10 11.3% 13.2% -------- - - - - -- -------------------------------- C64t� ---------------------- ULTIMATE STRENGTH Mu,k -ft -0.3 -22.0 3.4 45.9 63.0 89.0 104.0 75.3 60.3 21.9 Msc,k -ft -105.7 -126.8 144.7 172.3 177.2 184.7 177.5 144.8 144.8 123.1 Mor,k -ft -103.2 -82.8 254.2 311.2 319.7 334.2 320.0 254.2 254.2 211.2 pMn,k -ft -103.2 -82.8 144.7 172.3 177.2 184.7 177.5 144.8 144.8 123.1 phiMn /Mu300.40 3.77 42.74 3.76 2.81 2.07 1.71 1.92 2.40 5.61 ----------- - - - - -- - VERTICAL SHEAR AND TORSION Vu,k 0.7 13.4 12.0 9.2 7.9 5.1 2.7 6.8 8.2 11.0 Tu,k -ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vci,k 75.6 21.1 187.6 26.5 19.2 15.6 15.6 15.6 17.3 46.9 Vcw,k 41.0 52.9 51.0 54.6 53.7 52.4 51.8 46.2 47.1 49.3 Vc,k 41.0 21.1 51.0 26.5 19.2 15.6 15.6 15.6 17.3 46.9 Vs,k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 Tc,k -ft 0.0 0.0 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 0.0 0.0 Av,in2 /ft i 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.08 0.08 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S- Max,in 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 CAMBERS AND DEFLECTIONS (in) Release: -0.29 0.10 0.19 0.31 0.35 0.38 0.37 0.25 0.19 0.03 Erect. -1.03 0.00 0.25 0.62 0.73 0.84 0.83 0.61 0.49 0.20 Final -0.73 0.00 0.18 0.42 0.48 0.53 0.51 0.38 0.31 0.13 ------------- f ----------------------------------------------------------- - - - - -- Lgc, ft> 38.00 Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET (O OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK -------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 A,in2 483.8 I,in4 4262 Yb,in 9.32 Ic,in4 4262 Ybc,in 9.32 -------------------------------------------- RELEASE STRESSES (psi) Total (Prestress + Self -wt) Top -233 Bottom 1838 Losses 4.10 -------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 Top -210 Bottom 1653 Losses 13.9% ULTIMATE STRENGTH Mu,k -ft -1.4 Msc,k -ft -125.7 Mor,k -ft -94.4 pMn,k -ft -94.4 phiMn /Mu 68.69 , ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 12.3 Tu,k -ft 0.0 Vci,k 353.8 Vcw,k 50.1 Vc,k 50.1 Vs,k 0.0 Vs,max 73.3 Tc,k -ft 0.0 Ts,k -ft 0.0 Av,in2 /ft 0.00 Al,in2 0.00 S- Max,in 9.75 CAMBERS AND DEFLECTIONS (in) Release: -0.09 Erect. 0.00 Final 0.00 Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET 7 OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/•99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK INPUT DATA ( Data file : 5331DT2 ) ------------------------------------------------------------------------------- PROJECT DATA 5-0 Project Id TEDDER RAMPS AT CITY OF 5 SEBASTIAN �-2� Task Id 13DT76 , 0 o PRECAST DATA SPAN DATA CONCRETE DATA Section ID : 13DT76 /' Overall Len 40.00 ft Precast Type : DT Support Loc Left,ft Right,ft fct,psi 6000 Area,in2 471.0 Release 6.00 3.50 f'ci,psi 4000 Yb,in 9.27 Final 8.00 2.00 Wc,pcf 150 M.I.,in4 4225 Trib. wid 3.17 3.17 Ec,ksi 4696.0 Bfl- top,in 76.00 Location : INTERIOR Eci,ksi 3834.3 Tfl- top,in 5.00 Exposure : INTERIOR fct,psi 0.0 H,in 13.00 ecu 0.0030 Bfl- bot,in 0.00 ALLOWABLE CONCRETE STRESSES Topping Tfl- bot,in 0.00 f'ct,psi 3000 Web extnt,in: 56.00 Release Comp,psi Tens,psi Wct,pcf 150 Shear wid,in: 11.38 Prec -top 2400.0 -379.5 Ect,ksi 3320.6 Stems, No. 2 Bottom 2400.0 -189.7 top wid,in 6.38 Final PHI FACTORS bot wid,in 5.00 Topg -top 1350.0 -328.6 V /S,in 2.46 Prec -top 2700.0 -464.8 Flexure 0.90 Sx2y,in3 2418.02 Bottom 2700.0 -464.8 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: NO 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 0.491 k /ft at 0.00 ft to 0.491 k /ft at 40.00 ft 0.00 Self Weight LL 0.050 ksf fr 0.00 ft to 40.00 ft / 0.00 PRESTRESSED STRAND DATA Losses : PCI Loss at release 0.0% Fpu,ksi 270.00 Strand ID: 1/2 - 270K -LL at final 0.0% Fpy,ksi 243.00 +Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET 18 OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK ------------------------------------------------------------------------------- Area,in2 0.153 Hrs to release 24 Eps,ksi 29000 Dia,in 0.500 Days to topping 30 Rel Hum 75% Ld Mult 1.00 Days to Comp DL 60 PRESTRESSED STRAND PATTERN DATA Strands : 8.00 Type : LOW RELAXATION Profile : STRAIGHT Pull : 0.75 *fpu = 31.Ok /Str Template: 2 at 2.50 in 2 at 4.25 in 2 at 6.00 in 2 at 7.75 in Strand Patterns Left: 2.00 at 2.50 in 2.00 at 4.25 in - 2.00 at 6.00 in 2.00 at 7.75 in Right Equivalent to left end pattern Y -cg,in Left= 5.13 ------------------------------------------------------------------------------- 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 2.00 7.75 7.75 7.75 0.75 0.00 0.00 ENDS 2 2.00 6.00 6.00 6.00 0.75 0.00 0.00 ENDS 3 2.00 4.25 4.25 4.25 0.75 10.00 10.00 ENDS 4 2.00 2.50 2.50 2.50 0.75 0.00 0.00 ENDS ------------------------------------------------------------------------------- REBAR DATA TENSION STEEL SHEAR STEEL Es,ksi : 29000 Fy,ksi : 60 Fy,ksi 30 Fy,ksi : 60 ------------------------------------------------------------------------------- REBAR PATTERN DATA Dev. len. (ld),ft L -t L -c R -t R -c A. Precast l 8 Size 5 Bars at 11.00in fr O.00ft S to 40.00ft S 1.21 0.94 1.21 0.94 C. Rebar Sizes Used ID : Size 5 Bars Area,in2 0.31 Dia,in 0.625 Size 5 ------------------------------------------------------------------------------- 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 Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET q OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK DESIGN SUMMARY ( Data file : 5331DT2 ) ---------------- - - - - -� -------------------------------------------------------- Loc, ft> 1.00 8.00 10.00 14.00 16.00 20.00 24.00 30.00 32.00 36.00 ------------------------------------------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 1 1 1 A,in2 481.6 483.8 483.8 483.8 483.8 483.8 483.8 483.8 483.8 483.8 I,in4 4256 4262 4262 4262 4262 4262 4262 4262 4262 4262 Yb,in 9.31 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 Ic,in4 4256 4262 4262 4262 4262 4262 4262 4262 4262 4262 Ybc,in 9.31 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 RELEASE ---------------------------------------------------------------------- STRESSES (psi) Total (Prestress + Self -wt) Top -114 -176 -47 13 79 152 145 118 23 -227 Bottom 912 1748 1425 1702 1539 1361 1378 1016 1256 1878 Losses 4.1% 3.8% 3.7% 4.10 3.8% 3.50 3.5% 3.0% 3.1% 3.8% ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 0 0 0 Top -104 -479*/ -228 53 201 399 466 438 321 -9 Bottom 824 2388 1759 1422 1062 577 404 98 391 1201 Losses 13.9% 13.1% 12.8% 13.9% 13.1% 12.3% 12.4% 11.1% 11.3% 13.2% ------ - - - - - ULTIMATE STRENGTH `r Mu,k -ft -0.6 -39.2 -2.5 56.4 78.4 107.9 117.7 95.6 78.4 29.4 Msc,k -ft -105.7 -126.8 -127.1 172.3 177.2 184.7 177.5 144.8 144.8 123.1 Mor,k -ft -103.2 -82.8 -82.7 311.2 319.7 334.2 320.0 254.2 254.2 211.2 pMn,k -ft -103.2 -82.8 -82.7 172.3 177.2 184.7 177.5 144.8 144.8 123.1 phiMn /Mul68.33 2.11 33.73 3.06 2.26 1.71 1.51 1.51 1.85 4.18 -------------------- (o- I'-) ---------------------------------------- rp 14) -------------- VERTICAL SHEAR AND TORSION Vu,k 1.2 19.6 17.2 12.3 9.8 4.9 0.0 7.4 9.8 14.7 Tu,k -ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vci,k 75.6 17.8 176.5 29.2 19.2 15.6 15.6 15.6 16.0 46.9 Vcw,k 41.0 52.9 51.0 54.6 53.7 52.4 51.8 46.2 47.1 49.3 Vc,k 41.0 17.8 51.0 29.2 19.2 15.6 15.6 15.6 16.0 46.9 Vs,k 0.0 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 Tc,k -ft 0.0 0.0 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 0.0 0.0 Av,in2 /ft , 0.00 0.10 0.00 0.00 0.08,E 0.00 0.00 0.08 0.08 0.00 Al,in2 0.00 0.00 0.00 0.00 0.00 ", 0.00 0.00 0.00 0.00 0.00 S- Max,in 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 -------------- - ��"V'�'1 ikvw- - - - -- - -- :T�s, 5r� - - - -- �3�G� 1E�t�'^'. CAMBERS AND DEFLECTIONS (in) Release: -0.29 0.10 0.19 0.31 0.35 0.38 0.37 0.25 0.19 0.03 Erect. -1.03 0.00 0.25 0.62 0.73 0.84 0.83 0.61 0.49 0.20 Final -0.69 0.00 0.16 0.36 0.41 0.45 0.42 0.30 0.25 0.11 -------------- /--------- - - - - -- ---------- - - - - -- -------------------- - - - - -- Loc, ft> 38.00 Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET 10 OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813 - 985 -9170 ) BY PK REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 A,in2 483.8 I,in4 4262 Yb,in 9.32 Ic,in4 4262 Ybc,in 9.32 ------------------------------------------------------------------------------- RELEASE STRESSES (psi) Total (Prestress + Self -wt) Top -233 Bottom 1838 Losses 4.1% ------------------------------------------------------------------------------- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 Top -217 Bottom 1670 Losses 13.9% -- ----(t'1H---------------------------------------------------------------- ULTIMATE STRENGTH Mu,k -ft -2.5 Msc,k -ft -125.7 Mor,k -ft -94.4 pMn,k -ft -94.4 phiMn /Mu 38.50 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 17.2 Tu,k -ft 0.0 Vci,k 184.0 Vcw,k 50.1 Vc,k 50.1 Vs,k 0.0 Vs,max 73.3 Tc,k -ft 0.0 Ts,k -ft 0.0 Av,in2 /ft 0.00 Al,in2 0.00 S- Max,in 9.75 CAMBERS AND DEFLECTIONS (in) Release: -0.09 Erect. 0.00 Final 0.00 Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET I) OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/•99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK ------------------------------------------------------------------------------- INPUT DATA ( Data file : 5331DT3 ) ------------------------------------------------------------------------------- PROJECT DATA �' -� wt4� fya ,T-r4pp(N6 epcy A -AI- �t�o'-o' tl-o Project Id TEDDER RAMPS AT CITY OF SEBASTIAN 3�G Task Id 13DT76 �-i PRECAST DATA SPAN DATA i-� -1 CONCRETE DATA Section ID 13DT76 l Overall Len 40.00 ft <� Precast Type DT Support Loc Left,ft Right,ft fcc,psi 6000 Area,in2 471.0 Release 6.00 l 3.50 i f'ci,psi 4000 Yb,in 9.27 Final 8.00 2.00 Wc,pcf 150 M.I.,in4 4225 Trib. wid 3.17 3.17 Ec,ksi 4696.0 Bfl- top,in 76.00 Location INTERIOR Eci,ksi 3834.3 Tfl- top,in 5.00 Exposure INTERIOR fct,psi 0.0 H,in 13.00 ecu 0.0030 Bfl- bot,in 0.00 ALLOWABLE CONCRETE STRESSES Topping Tfl- bot,in 0.00 f'ct,psi 3000 Web extnt,in: 56.00 Release Comp,psi Tens,psi Wct,pcf 150 Shear wid,in: 11.38 Prec -top 2400.0 -379.5 Ect,ksi 3320.6 Stems, No. 2 Bottom 2400.0 -189.7 top wid,in 6.38 Final PHI FACTORS bot wid,in 5.00 Topg -top 1350.0 -328.6 V /S,in 2.46 Prec -top 2700.0 -464.8 Flexure 0.90 Sx2y,in3 2418.02 Bottom 2700.0 -464.8 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: NO At Release 1.500 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 0.491 k /ft at 0.00 ft to 0.491 k /ft at 40.00 ft� 0.00 Self Weight PRESTRESSED STRAND DATA Losses : PCI Loss at release 0.0% Fpu,ksi 270.00 Strand ID: 1/2 - 270K -LL at final 0.0% Fpy,ksi 243.00 Area,in2 : 0.153 Hrs to release 24 Eps,ksi 29000 Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET )Z OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 - 451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK ------------------------------------------------------------------------------- Dia,in 0.500 Days to topping 30 Rel Hum : 75% Ld Mult 1.00 ------------------------------------------------------------------------------- Days to Comp DL 60 PRESTRESSED STRAND PATTERN DATA Strands 8.00 Type : LOW RELAXATION Profile : STRAIGHT Pull 0.75 *fpu = 31.Ok /Str Template: 2 at 2.50 in 2 at 4.25 in 2 at 6.00 in 2 at 7.75 in Strand Patterns Left: 2.00 at 2.50 in v"2.00 at 4.25 in / 2.00 at 6.00 in i 2.00 at 7.75 in Right : Equivalent to left end pattern Y -cg,in : Left= 5.13 ------------------------------------------------7------------------------------ 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 2.00 7.75 7.75 7.75 0.75 0.00 0.00 ENDS 2 2.00 6.00 6.00 6.00 0.75 0.00 0.00 ENDS 3 2.00 4.25 4.25 4.25 0.75 10.00 10.00 ENDS 4 2.00 2.50 2.50 2.50 0.75 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 Dev. len. (ld),ft L -t L -c R -t R -c A. Precast / 8 Size 5 Bars at 11.00in fr O.00ft S to 40.00ft S 1.21 0.94 1.21 0.94 C. Rebar Sizes Used ID : Size 5 Bars Area,in2 0.31 Dia,in 0.625 Size 5 ------------------------------------------------------------------------------- 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 Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET i3 OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/99 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK ------------------------------------------------------------------------------- DESIGN SUMMARY ( Data file : 5331DT3 ) -------------- f ---------------------------------------------------------------- Loc, ft> 6.00 8.00 10.00 14.00 16.00 20.00 24.00 28.00 30.00 32.00 ------------------------------------------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 1 1 1 1 1 1 1 1 A,in2 483.8 483.8 483.8 483.8 483.8 483.8 483.8 483.8 483.8 483.8 I,in4 4262 4262 4262 4262 4262 4262 4262 4262 4262 4262 Yb,in 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 Ic,in4 4262 4262 4262 4262 4262 4262 4262 4262 4262 4262 Ybc,in 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 ------------------------------------------------------------------------------- RELEASE STRESSES (psi) Total (Prestress + Self -wt) Top -369 -147 45 201 300 410 399 272 293 150 Bottom 2229 1678 1197 1240 996 728 754 1053 583 940 Losses 4�4% 3.7% 3.3% 3.3% 2.90 2.4% 2.5% 2.7% 2.4% 2.6% - - -- (* --------------------------------------- - --------------- - - - - -- FINAL STRESSES (psi) Total (Prestress + All LL + LL) Topping 0 0 0 0 0 0 0 0 0 0 Top -298 -374 -224 -106 -19 99 140 107 177 108 Bottom 1911 2128 1761 1861 1661 1387 1279 1336 781 948 Losses 14.7% 12.8% 11.8% 11.9% 10.7% 9.5% 9.6% 10.2% 9.3% 10.0% ------------------------------------------------------------------------------- ULTIMATE STRENGTH Mu,k -ft -12.4 -22.0 -1.4 31.6 44.0 60.4 65.9 60.4 53.6 44.0 Msc,k -ft -130.1 -127.0 -127.8 173.1 178.1 185.5 178.6 159.6 144.8 144.8 Mor,k -ft -85.2 -82.7 -82.3 312.0 320.5 334.8 320.9 282.5 254.2 254.2 pMn,k -ft -85.2 -82.7 -82.3 173.1 178.1 185.5 178.6 159.6 144.8 144.8 phiMn /Mu 6.89 3.76 59.94 5.48 4.05 3.07 2.71 2.64 2.70 3.29 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 4.1 11.0 9.6 6.9 5.5 2.7 0.0 2.7 4.1 5.5 Tu,k -ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vci,k 15.6 17.7 175.0 29.7 19.6 15.6 15.6 15.6 15.6 16.2 Vcw,k 51.7 53.0 51.2 55.2 54.4 53.2 52.6 52.7 46.6 47.4 Vc,k 15.6 17.7 51.2 29.7 19.6 15.6 15.6 15.6 15.6 16.2 Vs,k 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vs,max 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 Tc,k -ft 0.0 0.0 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 0.0 0.0 Av,in2 /ft 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 A1,in2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S- Max,in 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 CAMBERS AND DEFLECTIONS (in) Release: 0.00 0.05 0.07 0.10 0.10 0.10 0.09 0.08 0.07 0.06 Erect. -0.29 0.00 0.26 0.63 0.74 0.85 0.84 0.72 0.62 0.51 Final : -0. 0.00 0.21 0.51 0.60 0.68 0.67 0.58 0.50 0.40 Loc, ft> ---------------------------------------------------------------- 36.50 38.00 'Dura Stress, Inc. PHONE: (352) 787 -1422 SHEET )�" OF 11325 C. R. 44 Leesburg FL 34749 JOB NO 5331 Program: Presto -V7.1b by LEAP Software Inc., Tampa, Florida Date 9/ 7/89 PHONE : 1- 800 -451 -LEAP (5327) ( TAMPA AREA: 813- 985 -9170 ) BY PK -------------------------------------------- REINFORCED CHECK POINT SECTION PROPERTY DATA Zone 1 1 A,in2 483.8 483.8 I,in4 4262 4262 Yb,in 9.32 9.32 Ic,in4 4262 4262 Ybc,in 9.32 9.32 -------------------------------------------- RELEASE STRESSES (psi) Total (Prestress + Self -wt) Top -280 -238 Bottom 2011 1850 Losses 3.8% 4.10 - - - - -- FINAL STRESSESr(psi) Total (Prestress + All LL + LL) Topping 0 0 Top -119 -210 Bottom 1479 1652 Losses 13.2% 13.9% ULTIMATE STRENGTH Mu,k -ft 12.3 -1.4 Msc,k -ft 118.6 -125.6 Mork -ft 203.7 -94.4 pMn,k -ft 118.6 -94.4 phiMn /Mu 9.66 68.72 ------------------------------------------------------------------------------- VERTICAL SHEAR AND TORSION Vu,k 8.6 9.6 Tu,k -ft 0.0 0.0 Vci,k 63.5 184.0 Vcw,k 49.7 50.1 Vc,k 49.7 50.1 Vs,k 0.0 0.0 Vs,max 73.3 73.3 Tc,k -ft 0.0 0.0 Ts,k -ft 0.0 0.0 Av,in2 /ft 0.00 0.00 Al,in2 0.00 0.00 S- Max,in 9.75 9.75 ------------------------------------------------------------------------------- CAMBERS AND DEFLECTIONS (in) Release: -0.00 -0.04 Erect. 0.15 0.00 Final 0.12 0.00 DURA - STRESS Inc. REV DESCRIPTION BY CK DATE P.O. BOX 490779 LEESBURG , FL 34749 -0779 BED IF PHONE (352) 787 -1422 FAX (352) 787 -0080 DESIGNED: DRAWN: CHECKED: DATE DRAWN: DATE APPROVED: ISSUE DATE: s>RUCT►az�c PaESnrESSED �D AR°'lrcnAea� PRECASr cavc�tl• PRIfX1UCT$ PK LGB CEC 8/11/99 13" DOUBLE TEE 3� F-oviyyl- 13 iI T G Y-J x 381 o" Lo.gn JvN t-or 0 -5 uN — 9 -G r _ 3,o g rcr-p t45f% D871(1& S� 6.3333 S —o � Aor>" - #uy r-0N N jy u a1 l ,�S Ju917 dn-r 6y 1 nr5p" n'w TIV13 uN7 T /5 �) STEM LOC. L 1' -2' 0 N ro 6' -4- _ 76 4' -0" 1' -2" 2r 1 -O' 6'� 1' -0' 1' -0' 1 -0' _ 6' _ 1' -0' h 2" x150 X CONT. L s. — — s —a. 140. 6' -0' O 12" O.C. L.s V SMOOTH FLOAT O F -lA BB301 - #30 STIRRUPS 8 2', 5', e', 20', 32', 44', 56', 6 68' FROM EACH END OF EACH STEM / "5- 8 ) O 310000(EACH-LA 0 ALL STRANDS STRAIGHT — MASK STRAND 5' -0' O ENDS, EA. STEM 13 "DT6' -4" DESIGN SECTION 'B' F'c - 6,000 psi F'ci - 4,000 psi (F -1A) 4 NOTE : ALL REBAR TO BE GRADE 60 AND EPDXY COATED 2 1/2- BB301 r -o• 1 t r_o• r -e 13 (3 r_6• LIFTING_ STRIPPING At HANDLING (F -1A) 0 DURA - STRESS Inc. REV DESCRIPTION I BY I CK I DATE BED t P.O. BOX 490779 LEESBURG • FL 34749 -0779 PHONE (352) 787 -1422 FAX (352) 787 -0080 DESIGNED: DRAWN: CHECKED: DATE DRAWN: DATE APPROVED: ISSUE DATE: smuc7uRAL rhESr�ESSEO Anro A�TEcruaAC PRECAST '>F PRODUCTS pK LGB CEC 9/7/99 12" RAKER BEAM N O 1'-6 1/4' v Cu 4 i /2' Q 401 y skp7oa-r ) 3/4" CHAMFER (ALL EDGES) (8) #60 (GR60) x 4tE=ft " -37 86401 - #40 @ 12" O.C. [,t�� ttr 11 �tdO 9 12 "RB24" DESIGN SECTION F'c = 6,000 p.s.i. F'ci = -97$$t p.s.i. Como NOTE : ALL REBAR TO BE GRADE 60 AND EPDXY COATED LIFTING. STRIPPING & HANDLING (B-1) STM/1�I/vG 7%�f+NQf1n/C PI-r 2 �7 : 30o x 8,25 x l2Y�.S z 31� (°,'`) i i i 1,&,Q-D D (✓, Tv p IF Q V7 — 117•? = 2,7 2 k-l-P � G• 333 ?' ASsu�� D"s1 5PAI: LAc�uA► -i+� Gotip/Ntter�s (2.72 -f y 3ooXl.S l X 9.R K —) AS = q -9 x/Z , 2 �yZ .qx &4X.9 X 8.5 (1sg /�t#G ��B GrGo 2' -O" 1L� 1/ S 3/4' S 1/2 S 3/4' 3 1 if N O 1'-6 1/4' v Cu 4 i /2' Q 401 y skp7oa-r ) 3/4" CHAMFER (ALL EDGES) (8) #60 (GR60) x 4tE=ft " -37 86401 - #40 @ 12" O.C. [,t�� ttr 11 �tdO 9 12 "RB24" DESIGN SECTION F'c = 6,000 p.s.i. F'ci = -97$$t p.s.i. Como NOTE : ALL REBAR TO BE GRADE 60 AND EPDXY COATED LIFTING. STRIPPING & HANDLING (B-1) STM/1�I/vG 7%�f+NQf1n/C PI-r 2 �7 : 30o x 8,25 x l2Y�.S z 31� (°,'`) i i i