7/29/2019 PSBeam1

1/5

Li censee: ** Demonst r ati on l i cense. Not f or act ual use. ** Sht : _____PSBeam v. 2. 23 Prest r essed concr ete br i dge beam desi gn By :Copyri ght 2000- 4 Er i ksson Technol ogi es, I nc. ( www. eri kt ech. com) Ck : ___ ___- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Proj ect : [ New j ob] Task :J ob No. : Cl i ent :

Span Lengt h: Fr ami ng:- - - - - - - - - - - - - - - - - - - -Gi r der Lengt h: 106. 00 FT Super Type : LRFD( k) I - Beam compRel ease Span : 106. 00 FT Br i dge Wi dt h: 42. 00 FT Curb- t o- Curb: 39. 00 FTDesi gn Span : 105. 00 FT No. Beams : 5 No. Lanes : 3

Beam Spaci ng: 9. 00 FT Skew Angl e : 0. 00 DEG

Cast - I n- Pl ace Deck, I N: Beam Loc: I nt Over hang: 3. 00 FT de: 1. 50 FT- - - - - - - - - - - - - - - - - - - - - -Haunch Deck Over l ay Mi scel l aneous:

Thi ckness : 0. 00 8. 00 0. 00 - - - - - - - - - - - - - -Wi dth : 42. 00 108. 00 42. 00 Speci f i cati on : LRFDEf f . Wi dt h: 108. 00 108. 00 Br ng Pad Length = 12. 00 I NSect i on Proper t i es:- - - - - - - - - - - - - - - - - - -Name : PCI _BT_72Fl anges : Top: Wi d= 42. 00 I N, Thk= 2. 50 I N Bot : Wi dt h= 26. 0 I N, Ht = 10. 5 I NWeb( s) : Wi dt h= 6. 00 I N, No= 1, bwo= 6. 00 I N J = 1 I N4 V/ S= 3. 010 I N

Precast | - - - - - - - Transf ormed ( @ mi dspan) - - - - - - |Beam Beam( r el ) Beam( f i n) Comp1 Comp2

Hei ght , I N: 72. 00 72. 00 72. 00 80. 00 80. 00Ar ea, I N2 : 767. 00 767. 00 767. 00 1472. 45 1472. 45cg, I N : 36. 60 36. 60 36. 60 55. 48 55. 48MI , I N4 : 545894 545894 545894 1120102 1120102Sb, I N3 : 14915 14915 14915 20191 20191St , I N3 : 15421 15421 15421 67789 67789Sdck, I N3 : 55940 55940Mat er i al Pr oper t i es:- - - - - - - - - - - - - - - - - - - -

Beam( r el ) Beam( f i n) Deck Overl ayf ' c, KSI : 4. 500 6. 000 4. 000 4. 000Densi t y, KCF: 0. 150 0. 150 0. 150 0. 150Ec, KSI : 4066. 8 4696. 0 3834. 3 3834. 3 ( Ec met hod: per Spec: Ec mul t = 33. 00, wc= 0. 150 KSt r and: Di a=0. 5000 I N, Ar ea=0. 1530 I N2, f pu= 270 KSI , Gr ade= Low- Rel ax

Lt = 30. 00 I N, Ld= 6. 73 FT, Ld- debond= 13. 46 FT, Ep=28500 KSI , f py=243 KSIRebar : f y(st i r r ups) =60. 0 KSI , f y(ot her ) =60. 0 KSI , f s=20. 0 KSI , f st t =30. 0 KSI , Es=29000 KSILoads:- - - - - -Dead Load:

Non- Composi t e: Beam= 0. 799 KLF ( SW mul t = 1. 000) , Deck= 0. 900 KLF, Over l ay= 0. 000 KLFDi aphr agms: Wei ght = 0. 000 KI P Locat i ons: St d: NONEOt her= 0. 000 KLF

Composi t e : Barr i er s= 0. 167 KLF, FWS= 0. 195 KLF, Ot her = 0. 000 KLFLi ve Load:

Vehi cl e = HL- 93 ( Mul t = 1. 000) Dynami c Load Al l owance= 0. 33Pedest = 0. 000 KLF

LL Di st Fact ors:

Di st Facs : M=0. 7423 ( eg= 39. 40 I N, n=1. 2247, Kg= 2126836 I N4)V=0. 8839

Load and Resi st ance Fact or s:- - - - - - - - - - - - - - - - - - - - - - - - - - - -Load Fact ors : Ser vi ce : LL Tensi on= 0. 80

: St r engt h: Dead Load( DC) = 1. 25, FWS( DW) = 1. 50, Li ve Load= 1. 75Resi st Fact ors : phi - M= 1. 00, phi - V= 0. 90

7/29/2019 PSBeam1

2/5

Li censee: ** Demonst r ati on l i cense. Not f or act ual use. ** Sht : _____PSBeam v. 2. 23 Prest r essed concr ete br i dge beam desi gn By :Copyri ght 2000- 4 Er i ksson Technol ogi es, I nc. ( www. eri kt ech. com) Ck : ___ ___- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -St r and Pat t ern:- - - - - - - - - - - - - - -St r ai ght St r ands:

10@2. 00 10@4. 00 6@6. 00 2@8. 00Dr aped St r ands: ( depressed pt : 47. 250 FT ( 0. 450L) )

@ beam end:2@62. 00 2@64. 00 2@66. 00 2@68. 00

@ dr ape poi nt :2@2. 00 2@4. 00 2@6. 00 2@8. 00

Debondi ng: NONENomi nal Pat t ern Proper t i es:Total No. = 36, Aps= 5. 508 I N2, Pul l =75. 000%, f j = 202. 5 KSI , Pj =1115. 4 KI P, Pr =1010. 5 KI P, Pf = 858. 1 KI@Beam End: cg= 17. 56 I N/ ecc= 19. 04 I N @Beam Mi d: cg= 4. 22 I N/ ecc= 32. 38 I N

Logi t udi nal Rei nf or c i ng ( r ebar ) :

Qt y Bar Si ze Ht . ( I N) St art ( FT) End( FT) Nomi nal Ar ea(I N2)I n Beam: 4 5 2. 00 33. 00 73. 00 1. 24

Tr ansver se Rei nf or cement ( st i r r ups) : ( No. l egs: 2)Zone Gap( FT) Bar Si ze No. Spaces @ Spaci ng( I N) Zone End(FT) Ar ea( I N2/ FT)1 0. 15 5 3 @ 4. 00 1. 15 1. 862 0. 50 4 20 @ 12. 00 21. 65 0. 403 1. 00 4 20 @ 18. 00 52. 65 0. 274 0. 70 4 20 @ 18. 00 83. 35 0. 275 1. 00 4 20 @ 12. 00 104. 35 0. 406 0. 50 5 3 @ 4. 00 105. 85 1. 86

Prestr ess Losses:- - - - - - - - - - - - - - - - -

Rel ease Fi nalEl ast i c Short eni ng 17. 235 KSI 17. 235 KSI ( f cgp = 2. 459 KSI )St eel Rel axat i on 1. 801 KSI 2. 302 KSI ( t i me t o r el = 18. 0 hr s)Shr i nkage 5. 750 KSI ( r el humi di t y = 75%)Concr et e Cr eep 21. 416 KSI ( f cdp = - 1. 157 KSI )

- - - - - - - - - - - - - - - - - - - -Tot al Loss= 19. 036 KSI ( 9. 400%) 46. 703 KSI ( 23. 063%)Anal ysi s Resul t s:- - - - - - - - - - - - - - - - -RELEASE ( K- FT) Lt 0. 1L 0. 2L 0. 3L 0. 4L DepPt 0. 5L DepPt 0. 6L 0. 7L 0. 8L 0. 9LLocati on ( FT) 2. 00 10. 50 21. 00 31. 50 42. 00 47. 25 52. 50 57. 75 63. 00 73. 50 84. 00 94. 50 103.Dead Load:Beam M: 103. 4 417. 5 725. 8 946. 0 1078. 1 1111. 1 1122. 1 1111. 1 1078. 1 946. 0 725. 8 417. 5 10

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

FI NAL ( K- FT, K) Br ng Lt Cr i t V 0. 1L 0. 4L DepPt 0. 5L Dep. Pt 0. 6L 0. 9L Cr i t V Lt BLocati on ( FT) 0. 00 2. 00 5. 30 10. 50 42. 00 47. 25 52. 50 57. 75 63. 00 94. 50 99. 70 103. 00 105.Dead Load:Beam M: 0. 0 82. 3 211. 1 396. 4 1057. 0 1090. 1 1101. 1 1090. 1 1057. 0 396. 4 211. 1 82. 3

V: 41. 9 40. 3 37. 7 33. 6 8. 4 4. 2 0. 0 - 4. 2 - 8. 4 - 33. 6 - 37. 7 - 40. 3 - 4Deck M: 0. 0 92. 7 237. 8 446. 5 1190. 7 1227. 9 1240. 3 1227. 9 1190. 7 446. 5 237. 8 92. 7

V: 47. 2 45. 4 42. 5 18. 9 9. 5 4. 7 0. 0 - 4. 7 - 9. 4 - 37. 8 - 42. 5 - 45. 4 - 4Bar r i er s M: 0. 0 17. 2 44. 1 82. 9 220. 9 227. 8 230. 1 227. 8 220. 9 82. 9 44. 1 17. 2

V: 8. 8 8. 4 7. 9 7. 0 1. 8 0. 9 0. 0 - 0. 9 - 1. 8 - 7. 0 - 7. 9 - 8. 4 -FWS M: 0. 0 20. 1 51. 5 96. 7 258. 0 266. 0 268. 7 266. 0 258. 0 96. 7 51. 5 20. 1

V: 10. 2 9. 8 9. 2 8. 2 2. 0 1. 0 0. 0 - 1. 0 - 2. 0 - 8. 2 - 9. 2 - 9. 8 - 1Li ve Load:Vehi cl e +M: 0 176 450 841 2177 2236 2245 2236 2177 841 450 176

+V: 106. 1 104. 0 98. 8 92. 2 53. 6 47. 7 41. 9 - 47. 7 - 53. 6 - 92. 2 - 98. 8 - 104. 0 - 10

7/29/2019 PSBeam1

3/5

Li censee: ** Demonst r ati on l i cense. Not f or act ual use. ** Sht : _____PSBeam v. 2. 23 Prest r essed concr ete br i dge beam desi gn By :Copyri ght 2000- 4 Er i ksson Technol ogi es, I nc. ( www. eri kt ech. com) Ck : ___ ___- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Ser vi ce Li mi t St ate: St r esses ( KSI )- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -RELEASE STRESSES ( Al l owabl e: t ens=- 0. 200, comp= 2. 700)

Lt 0. 1L 0. 2L 0. 3L 0. 4L DepPt 0. 5L DepPt 0. 6L 0. 7L 0. 8L 0. 9LLoc( FT) 2. 00 10. 50 21. 00 31. 50 42. 00 47. 25 52. 50 57. 75 63. 00 73. 50 84. 00 94. 50P/ S t : 0. 024 - 0. 132 - 0. 324 - 0. 516 - 0. 708 - 0. 804 - 0. 804 - 0. 804 - 0. 708 - 0. 516 - 0. 324 - 0. 132

b: 2. 655 2. 816 3. 015 3. 213 3. 412 3. 511 3. 511 3. 511 3. 412 3. 213 3. 015 2. 816

Beam t : 0. 080 0. 325 0. 565 0. 736 0. 839 0. 865 0. 873 0. 865 0. 839 0. 736 0. 565 0. 325

b: - 0. 083 - 0. 336 - 0. 584 - 0. 761 - 0. 867 - 0. 894 - 0. 903 - 0. 894 - 0. 867 - 0. 761 - 0. 584 - 0. 336PS+Bm t : 0. 104 0. 193 0. 241 0. 220 0. 131 0. 060 0. 069 0. 060 0. 131 0. 220 0. 241 0. 193

b: 2. 572 2. 480 2. 431 2. 452 2. 544 2. 617 2. 608 2. 617 2. 544 2. 452 2. 431 2. 480- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -FI NAL STRESSES ( t ens=- 0. 465, comp: pr m= 2. 700, 0. 5pr m+LL= 2. 400, pr m+LL= 3. 600)( +M Env) Lt 0. 1L 0. 2L 0. 3L 0. 4L DepPt 0. 5L DepPt 0. 6L 0. 7L 0. 8L 0. 9LLoc( FT) 2. 00 10. 50 21. 00 31. 50 42. 00 47. 25 52. 50 57. 75 63. 00 73. 50 84. 00 94. 50P/ S t : 0. 020 - 0. 112 - 0. 275 - 0. 438 - 0. 601 - 0. 683 - 0. 683 - 0. 683 - 0. 601 - 0. 438 - 0. 275 - 0. 112

b: 2. 255 2. 391 2. 560 2. 729 2. 897 2. 982 2. 982 2. 982 2. 897 2. 729 2. 560 2. 391

Beam t : 0. 064 0. 308 0. 548 0. 720 0. 823 0. 848 0. 857 0. 848 0. 823 0. 720 0. 548 0. 308b: - 0. 066 - 0. 319 - 0. 567 - 0. 744 - 0. 850 - 0. 877 - 0. 886 - 0. 877 - 0. 850 - 0. 744 - 0. 567 - 0. 319

Deck t : 0. 072 0. 347 0. 618 0. 811 0. 927 0. 956 0. 965 0. 956 0. 927 0. 811 0. 618 0. 347b: - 0. 075 - 0. 359 - 0. 639 - 0. 838 - 0. 958 - 0. 988 - 0. 998 - 0. 988 - 0. 958 - 0. 838 - 0. 639 - 0. 359

Bar r s d: 0. 004 0. 018 0. 032 0. 041 0. 047 0. 049 0. 049 0. 049 0. 047 0. 041 0. 032 0. 018t : 0. 003 0. 015 0. 026 0. 034 0. 039 0. 040 0. 041 0. 040 0. 039 0. 034 0. 026 0. 015b: - 0. 010 - 0. 049 - 0. 088 - 0. 115 - 0. 131 - 0. 135 - 0. 137 - 0. 135 - 0. 131 - 0. 115 - 0. 088 - 0. 049

FWS d: 0. 004 0. 021 0. 037 0. 048 0. 055 0. 057 0. 058 0. 057 0. 055 0. 048 0. 037 0. 021t : 0. 004 0. 017 0. 030 0. 040 0. 046 0. 047 0. 048 0. 047 0. 046 0. 040 0. 030 0. 017b: - 0. 012 - 0. 057 - 0. 102 - 0. 134 - 0. 153 - 0. 158 - 0. 160 - 0. 158 - 0. 153 - 0. 134 - 0. 102 - 0. 057

Veh+ d: 0. 038 0. 180 0. 318 0. 412 0. 467 0. 480 0. 481 0. 480 0. 467 0. 412 0. 318 0. 180t : 0. 031 0. 149 0. 262 0. 340 0. 385 0. 396 0. 397 0. 396 0. 385 0. 340 0. 262 0. 149b: - 0. 104 - 0. 500 - 0. 880 - 1. 140 - 1. 294 - 1. 329 - 1. 334 - 1. 329 - 1. 294 - 1. 140 - 0. 880 - 0. 500

STRESS COMBI NATI ONS @ FI NAL:P+Pm d: 0. 000 0. 039 0. 068 0. 090 0. 103 0. 106 0. 107 0. 106 0. 103 0. 090 0. 068 0. 039

t : 0. 163 0. 576 0. 948 1. 166 1. 233 1. 208 1. 227 1. 208 1. 233 1. 166 0. 948 0. 576b: 2. 092 1. 606 1. 165 0. 897 0. 804 0. 823 0. 801 0. 823 0. 804 0. 897 1. 165 1. 606

. 5( P+ d: 0. 000 0. 200 0. 352 0. 457 0. 518 0. 533 0. 535 0. 533 0. 518 0. 457 0. 352 0. 200

Pm) +L t : 0. 113 0. 437 0. 736 0. 923 1. 002 1. 000 1. 011 1. 000 1. 002 0. 923 0. 736 0. 437

P+Pm d: 0. 000 0. 219 0. 386 0. 501 0. 570 0. 586 0. 588 0. 586 0. 570 0. 501 0. 386 0. 219+L t : 0. 194 0. 725 1. 210 1. 506 1. 618 1. 604 1. 625 1. 604 1. 618 1. 506 1. 210 0. 725

b: 2. 008 1. 206 0. 460 - 0. 015 - 0. 231 - 0. 240 - 0. 266 - 0. 240 - 0. 231 - 0. 015 0. 460 1. 206

7/29/2019 PSBeam1

4/5

Li censee: ** Demonst r ati on l i cense. Not f or act ual use. ** Sht : _____PSBeam v. 2. 23 Prest r essed concr ete br i dge beam desi gn By :Copyri ght 2000- 4 Er i ksson Technol ogi es, I nc. ( www. eri kt ech. com) Ck : ___ ___- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -St r engt h Li mi t St ate: Ver t i cal Shear- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Met hod: Modi f i ed compressi on f i el d t heor y (LRFD)bv= 6. 00 I N, f ' c= 6. 000 KSI , Ac= 450. 0 I N2, Pf = 858. 1 KI P, al pha= 1. 333 DEG, f po= 202. 5 KSI

CL- brng Fc- br ng Cr i t V 0. 05L 0. 10L 0. 15L 0. 20L 0. 25L 0. 3L 0. 4LLocati on: 0. 00FT 0. 50FT 5. 30FT 5. 25FT 10. 50FT 15. 75FT 21. 00FT 26. 25FT 31. 50FT 42. 00FTVu, KI P 296. 9 296. 9 296. 9 296. 9 271. 6 245. 9 220. 5 195. 3 170. 4 121. 4Mu, KI P- FT 0 147 1481 1468 2775 3921 4907 5732 6396 7282

Aps_a, I N2 0. 504 1. 007 3. 896 3. 876 4. 284 4. 284 5. 202 5. 508 5. 508 5. 508Aps_ex, I N2 0. 857 1. 714 4. 284 4. 284 4. 284 4. 284 5. 202 5. 508 5. 508 5. 508dp, I N 76. 00 76. 00 76. 00 76. 00 76. 00 76. 00 70. 18 69. 91 71. 38 74. 31As_ v, I N2 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 1. 240ds, I N 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00 78. 00de, I N 76. 00 76. 00 76. 00 76. 00 76. 00 76. 00 70. 18 69. 91 71. 38 15. 73f ' c_a, KSI 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000hf , I N 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00b, I N 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00bet a_1 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850a, I N 0. 37 0. 74 2. 80 2. 78 3. 07 3. 07 3. 69 3. 90 3. 90 4. 10dv, I N 75. 82 75. 63 74. 60 74. 61 74. 47 74. 47 68. 33 67. 96 69. 43 72. 44v, KSI 0. 716 0. 709 0. 692 0. 692 0. 631 0. 567 0. 549 0. 483 0. 407 0. 264v/ f ' c 0. 1194 0. 1182 0. 1154 0. 1154 0. 1051 0. 0945 0. 0915 0. 0805 0. 0678 0. 0441Vp, KI P 4. 0 8. 0 20. 0 20. 0 20. 0 20. 0 20. 0 20. 0 20. 0 20. 0ex ( x1000) 1. 0000 0. 1238 - 0. 0641 - 0. 0646 - 0. 0252 0. 0848 0. 1048 0. 2345 0. 4020 0. 4638t het a, DEG 36. 933 25. 606 21. 996 21. 987 22. 212 23. 989 24. 302 26. 429 28. 970 29. 935bet a 2. 14 2. 79 3. 08 3. 08 3. 13 3. 08 3. 08 2. 93 2. 73 2. 64Vc, KI P 75. 4 97. 9 106. 7 106. 7 108. 3 106. 4 97. 6 92. 5 87. 9 88. 8Vs, KI P 250. 5 224. 0 203. 2 203. 2 173. 4 146. 8 127. 4 104. 5 81. 4 26. 0Avcmp, I N2/ FT 0. 497 0. 284 0. 220 0. 220 0. 190 0. 175 0. 168 0. 153 0. 130 0. 041Av, I N2/ FT 0. 497 0. 284 0. 220 0. 220 0. 190 0. 175 0. 168 0. 153 0. 130 0. 093Av- prv, I N2/ FT 1. 860 1. 860 0. 400 0. 400 0. 400 0. 400 0. 400 0. 270 0. 270 0. 270Vn- max, KI P 686. 3 688. 7 691. 4 691. 5 690. 2 690. 2 635. 0 631. 6 644. 8 671. 9Max- spc, I N 12. 00 12. 00 12. 00 12. 00 12. 00 24. 00 24. 00 24. 00 24. 00 24. 00Fl - r eq, KI P 496. 8 519. 6 780. 3 778. 0 974. 5 1106. 1 1314. 6 1415. 7 1460. 7 1517. 3Fl - prov, KI P 135. 7* 271. 0* 1039. 1 1033. 6 1141. 1 1141. 1 1379. 8 1459. 3 1459. 9* 1534. 0

0. 6L 0. 7L 0. 75L 0. 80L 0. 85L 0. 90L 0. 95L Cr i t V Fc- br ng CL- brngLocat i on: 63. 00FT 73. 50FT 78. 75FT 84. 00FT 89. 25FT 94. 50FT 99. 75FT 99. 70FT 104. 50FT 105. 00FTVu, KI P 121. 4 170. 4 195. 3 220. 5 245. 9 271. 6 296. 9 296. 9 296. 9 296. 9Mu, KI P- FT 7282 6396 5732 4907 3921 2775 1468 1481 147 0Aps_a, I N2 5. 508 5. 508 5. 508 5. 202 4. 284 4. 284 3. 876 3. 896 1. 007 0. 504Aps_ex, I N2 5. 508 5. 508 5. 508 5. 202 4. 284 4. 284 4. 284 4. 284 1. 714 0. 857dp, I N 74. 31 71. 38 69. 91 70. 18 76. 00 76. 00 76. 00 76. 00 76. 00 76. 00

As_ v, I N2 1. 240 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000ds, I N 78. 00 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00 80. 00de, I N 15. 73 71. 38 69. 91 70. 18 76. 00 76. 00 76. 00 76. 00 76. 00 76. 00f ' c_a, KSI 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000 4. 000hf , I N 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00 8. 00b, I N 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00 108. 00bet a_1 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850 0. 850a, I N 4. 10 3. 90 3. 90 3. 69 3. 07 3. 07 2. 78 2. 80 0. 74 0. 37dv, I N 72. 44 69. 43 67. 96 68. 33 74. 47 74. 47 74. 61 74. 60 75. 63 75. 82v, KSI 0. 264 0. 407 0. 483 0. 549 0. 567 0. 631 0. 692 0. 692 0. 709 0. 716v/ f ' c 0. 0441 0. 0678 0. 0805 0. 0915 0. 0945 0. 1051 0. 1154 0. 1154 0. 1182 0. 1194Vp, KI P 20. 0 20. 0 20. 0 20. 0 20. 0 20. 0 20. 0 20. 0 8. 0 4. 0ex ( x1000) 0. 4638 0. 4020 0. 2345 0. 1048 0. 0848 - 0. 0252 - 0. 0646 - 0. 0641 0. 1238 1. 0000t het a, DEG 29. 935 28. 970 26. 429 24. 302 23. 989 22. 212 21. 987 21. 996 25. 606 36. 933bet a 2. 64 2. 73 2. 93 3. 08 3. 08 3. 13 3. 08 3. 08 2. 79 2. 14Vc, KI P 88. 8 87. 9 92. 5 97. 6 106. 4 108. 3 106. 7 106. 7 97. 9 75. 4Vs, KI P 26. 0 81. 4 104. 5 127. 4 146. 8 173. 4 203. 2 203. 2 224. 0 250. 5

Avcmp, I N2/ FT 0. 041 0. 130 0. 153 0. 168 0. 175 0. 190 0. 220 0. 220 0. 284 0. 497Av, I N2/ FT 0. 093 0. 130 0. 153 0. 168 0. 175 0. 190 0. 220 0. 220 0. 284 0. 497Av- prv, I N2/ FT 0. 270 0. 270 0. 270 0. 400 0. 400 0. 400 0. 400 0. 400 1. 860 1. 860Vn- max, KI P 671. 9 644. 8 631. 6 635. 0 690. 2 690. 2 691. 5 691. 4 688. 7 686. 3Max- spc, I N 24. 00 24. 00 24. 00 24. 00 24. 00 12. 00 12. 00 12. 00 12. 00 12. 00Fl - r eq, KI P 1517. 3 1460. 7 1415. 7 1314. 6 1106. 1 974. 5 778. 0 780. 3 519. 6 496. 8Fl - prov, KI P 1534. 0 1459. 9* 1459. 3 1379. 8 1141. 1 1141. 1 1033. 6 1039. 1 271. 0* 135. 7*

Servi ce Li mi t St at e: Pret ensi oned Anchorage Zone- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Ver t i cal st i r r ups resi st i ng 4% of t otal pr est r ess f or ce must be pl aced wi t hi n

h/ 4 of gi r der ends ( LRFD 5. 10. 10. 1)P, anchor = 44. 6 KI P, As, anchor=2. 23 I N2, Anchor Zone End= 18. 00 I N ( = 1. 50 FT)

7/29/2019 PSBeam1

5/5

Li censee: ** Demonst r ati on l i cense. Not f or act ual use. ** Sht : _____PSBeam v. 2. 23 Prest r essed concr ete br i dge beam desi gn By :Copyri ght 2000- 4 Er i ksson Technol ogi es, I nc. ( www. eri kt ech. com) Ck : ___ ___- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Servi ce Li mi t St at e: Camber & Def l ecti ons- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

| - - - Def l ec t i on @ Qt r Pt ( i n, +=up) - - - | | - - - Def l ec t i on @ Mi dspan ( i n, +=up) - - |I ni t i al Mul t Erect i on Mul t F i nal I ni t i al Mul t Er ect i on Mul t F i nal- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Prest r ess 1. 94 1. 80 3. 48 2. 20 4. 26 2. 65 1. 80 4. 77 2. 20 5. 83Beam - 0. 73 1. 85 - 1. 35 2. 40 - 1. 76 - 1. 03 1. 85 - 1. 90 2. 40 - 2. 46

- - - - - - - - - - - - - - - - - - - -Beam+P/ S= 1. 20 2. 13 1. 63 2. 88

Deck - 0. 68 2. 30 - 1. 57 - 0. 96 2. 30 - 2. 21Overl ay 0. 00 2. 30 0. 00 0. 00 2. 30 0. 00Di aphr agms 0. 00 2. 30 0. 00 0. 00 2. 30 0. 00Uni f orm NC 0. 00 3. 00 0. 00 0. 00 3. 00 0. 00Bar r i er s - 0. 06 3. 00 - 0. 19 - 0. 09 3. 00 - 0. 26FWS - 0. 07 3. 00 - 0. 22 - 0. 10 3. 00 - 0. 30Uni f orm C 0. 00 3. 00 0. 00 0. 00 3. 00 0. 00

- - - - - - - - - -Tot al Def l ect i on= 0. 52 0. 60

St r engt h Li mi t St ate: I nt er f ace Shear- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Sur f ace: Rough , c= 0. 100 KSI , mu= 1. 0, l ambda= 1. 00bf = 42. 00 I N, Acv= 504. 00 I N2/ FT, Avf - mi n= 0. 420 I N2/ FT, Vnh_max= 403. 2 KI P

Cr i t V 0. 1L 0. 2L 0. 3L 0. 4L 0. 5L 0. 6L 0. 7L 0. 8L 0. 9L Cr i t VLoc ( FT) 5. 30 10. 50 21. 00 31. 50 42. 00 52. 50 63. 00 73. 50 84. 00 94. 50 99. 70Vu, KI P 296. 9 271. 6 220. 5 170. 4 121. 4 73. 4 121. 4 170. 4 220. 5 271. 6 296. 9dv, KSI 74. 602 74. 467 68. 334 69. 428 72. 439 73. 832 72. 439 69. 428 68. 334 74. 467 74. 602vuh, KSI 0. 095 0. 087 0. 077 0. 058 0. 040 0. 024 0. 040 0. 058 0. 077 0. 087 0. 095Vnhr , K 53. 1 48. 6 43. 0 32. 7 22. 3 13. 3 22. 3 32. 7 43. 0 48. 6 53. 1Avf c, I N2/ F 0. 044 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 044Avf , I N2/ F 0. 420 0. 420 0. 420 0. 420 0. 420 0. 420 0. 420 0. 420 0. 420 0. 420 0. 420St r engt h Li mi t St ate: Fl exur e ( +M Envel ope)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Loc Aps dp As ds c a f ps Mu Mr Mcr Mr / Mcr c/ dFT I N2 I N I N2 I N I N I N KSI K- FT K- FT K- FT ( >1. 2) (