III A R3 EL 43 |10.2083 1.667 III_A_R3_EL.OUT 9/11/2009 44 |10.7917 1.667 45 |* code 1203-profile 2 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 III_A_R3_EL.OUT

III_A_R3_EL.OUT 9/11/2009

-------------------------- PROGRAM BRUG(5.75.44)-------------------------- INPUTFILE : III_A_R3_EL.txt - OUTPUTFILE : III_A_R3_EL.OUT-- DATE : 11/09/200 - TIME : 13:25:21-

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

********** BRUG INPUT DATA LISTING **********

5 10 15 20 25 30 35 40 45 50 55 60 65 7075 80V V V V V V V V V V V V V VV V

1 |* start ; column 11-30 can be used to have your own text on the top ofeach page2 |* 5 10 15 20 25 30 35 40 45 50 55 60 65 7075 803 |* V V V V V V V V V V V V V VV V4 |00001 1 1 VEH: R3 - TOLL ROAD LOADING No. 35 |* code 10016 |Cline Avenue - Load Rating - Double Box - 4 Webs - 64.125' Wide7 |* code 10028 | 2 19 |* code 100310 |* 5 10 15 20 25 30 35 40 45 50 55 60 65 7075 8011 |* V V V V V V V V V V V V V VV V12 |250.0 182.0 64.1250 1.0 1.0 1.313 |* code 100414 | 2 0 215 |* code 100516 | 12617 |* code 1005a18 |* location traffic lanes19 |7.667 19.66720 |* maximum and minimum truck21 |6.667 57.458 10.00022 |* code 1007, linear loads23 |0.7350 0.44124 |63.39 0.44125 |* code 120126 | 10 6 5 2 427 |* code 1202 coordinates28 |0.0000 0.029 |10.7917 0.030 |10.7917 -7.937531 |26.6250 0.032 |26.6250 -7.937533 |41.4383 0.034 |41.4383 -7.937535 |57.2717 0.036 |57.2717 -7.937537 |64.1250 0.038 |* code 1203 - profile 139 | 5 2 3 440 |0.0000 0.75041 |5.2083 0.75042 |7.7083 1.20843 |10.2083 1.667


44 |10.7917 1.66745 |* code 1203 - profile 2

^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^^ ^5 10 15 20 25 30 35 40 45 50 55 60 65 7075 80




46 | 7 2 3 447 |0.0000 1.66748 |0.5833 1.66749 |5.5833 0.75050 |7.9167 0.75051 |10.2500 0.75052 |15.2500 1.66753 |15.8333 1.66754 |* code 1203 - profile 355 | 7 2 3 456 |0.0000 1.66757 |0.5833 1.66758 |5.5833 0.75059 |7.4067 0.75060 |9.2300 0.75061 |14.2300 1.66762 |14.8133 1.66763 |* code 1203 - profile 464 | 5 2 3 465 |0.0000 1.66766 |0.5833 1.66767 |3.0833 1.20868 |5.5833 0.75069 |6.8533 0.75070 |* code 1203 - profile 571 | 7 2 3 472 |0.0000 1.45873 |0.5833 1.45874 |1.5833 0.45875 |7.9167 0.45876 |14.2500 0.45877 |15.2500 1.45878 |15.8333 1.45879 |* code 1203 - profile 680 | 5 2 3 481 |0.0000 1.16782 |0.8334 1.16783 |3.7709 1.16784 |6.7084 1.16785 |7.9375 1.16786 |* code 1204 - assembling boxgirder87 | 1 2 188 | 2 4 289 | 4 6 390 | 6 8 291 | 8 10 492 | 3 5 593 | 7 9 594 | 2 3 695 | 4 5 6

^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^^ ^5 10 15 20 25 30 35 40 45 50 55 60 65 7075 80




96 | 6 7 697 | 8 9 698 |* code 1205 control code99 | 1 2 13 1 1 0 4 7 1.0 1.0100 |* code 1206 wheels/axle101 | 0.0102 | 1.5103 | 6.0104 | 7.5 0.833105 |* code 1207 definition axles106 |0.00 18.00107 |10.00 18.00108 |14.00 18.00109 |40.00 18.00110 |44.00 18.00111 |56.00 18.00112 |76.00 18.00113 |* code 1208 - accuracy114 |0.00001 0.00001 0.00001 .00001 .00001115 |* code 1209 number sections116 | 45117 | 1A 1B 1C 1R 2L 2A 2B 2C 2R 3L 3A 3B 3C 3R118 | 4L 4A 4B 4C 4R 5L 5A 5B 5C119 | 6A 6B 6C 7A 7B 7C 8L 8A 8B 8C 9L 9A 9B 9C120 | 10L 10A 10B 10C 11L 11A 11B 11C121 |* code 1210 - density conrete122 |0.156123 |* code 1211 - extra forces selfweight124 |125 |* code 1212 - surcharge126 |1.603127 |* code 1213 - Prestressing Layout - NONE128 |•

^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^^ ^5 10 15 20 25 30 35 40 45 50 55 60 65 7075 80


VEH: R3 - TOLL ROAD BRUG(5.75.44) page 1date 11/09/2009; time 13:25:21

Cline Avenue - Load Rating - Double Box - 4 Webs - 64.125' W

Length 250.000Equivalent length 182.000

Data cross-section boxgidruker

Number of nodes 10Number of profiles 6Number of topslabs 5Number of bottomslabs 2Number of webs 4

Node coordinates

Number z y1 0.000 0.0002 10.792 0.0003 10.792 -7.9384 26.625 0.0005 26.625 -7.9386 41.438 0.0007 41.438 -7.9388 57.272 0.0009 57.272 -7.93810 64.125 0.000

Slab data

num- type start end profileber node node thickness number length---- ------ ------ ------- --------- ------- ---------1 top 1 2 - 1 10.7922 top 2 4 - 2 15.8333 top 4 6 - 3 14.8134 top 6 8 - 2 15.8335 top 8 10 - 4 6.8536 bottom 3 5 - 5 15.8337 bottom 7 9 - 5 15.8338 web 2 3 - 6 7.9389 web 4 5 - 6 7.93810 web 6 7 - 6 7.93811 web 8 9 - 6 7.938

Data of profiles

Profile 1

section z thickness1 (l) 0.000 0.7502 (a) 5.208 0.7503 (b) 7.708 1.2084 (c) 10.208 1.6675 (r) 10.792 1.667




Data cross-section boxgidruker (continued)

Data of profiles (continued)

Profile 2

section z thickness1 (l) 0.000 1.6672 (a) 0.583 1.6673 (b) 5.583 0.7504 (c) 7.917 0.7505 10.250 0.7506 15.250 1.6677 (r) 15.833 1.667

Profile 3


Profile 4


Profile 5


Profile 6


1 2 13 1 1 0 4 7 1.0 1.0




Transverse distribution 1Transverse moments 1Transverse axial force 1

0 = no, 1 = yesNumber of prest. tendons 0




Length 250.000Equivalent length 182.000

Loadings

General loadings

Density concrete 0.156Dead load (topping) 1.603

Dead load (linear)

Distance linear loads to edge superstructure and magnitudeLinear load z p

1 0.735 0.4412 63.390 0.441

Live loadLoading class 126Max. numbers of vehicles 2Vehicle code 13Number of

- axles 7- wheels / axle 4- trafficlanes 2- u.d.l. lanes 0- linear loads 2

Vehicle axles

Axle Axle-dist Axle-load1 0.000 18.0002 10.000 18.0003 14.000 18.0004 40.000 18.0005 44.000 18.0006 56.000 18.0007 76.000 18.000

Length wheel : 0.833

Wheels per axle

Wheel Distance1 0.0002 1.5003 6.0004 7.500

Distance centre of traffic lanes to edge of superstructuretraffic lane z

1 7.6672 19.667

Distance between edge of superstructure and centreline vehicle- minimum distance 6.667- maximum distance 57.458

Minimum distance between centreline vehicles 10.000

Reduction coefficient


Number coefficientVehicles Vehicle U.D.L.

1 1.000 1.0002 1.000 1.000




Loadings (continued)




Tolerances

The following values are used to stop the harmonics

relative absoluteTolerance vehicle 0.000 0.000Tolerance selfweight 0.000 0.000Tolerance topping 0.000 0.000

Asked sections 45

Section : 1A 1B 1C 1R 2L 2A 2B 2C 2R3L 3A 3B 3C 3R 4L 4A 4B 4C4R 5L 5A 5B 5C 6A 6B 6C 7A7B 7C 8L 8A 8B 8C 9L 9A 9B9C 10L 10A 10B 10C 11L 11A 11B 11C




Length 250.000 Equivalent length 182.000

Transverse influence lines

Load on webNode 1 2 3 4

1 1.31 1.23 0.74 0.722 1.27 1.19 0.78 0.76

1.20 1.19 0.81 0.804 1.11 1.15 0.88 0.86

1.01 1.02 1.01 0.966 0.91 0.89 1.13 1.07

0.85 0.82 1.18 1.158 0.81 0.79 1.18 1.2110 0.79 0.77 1.20 1.24

Transverse loading distributions factors

web Traffic lane1 2

1 1.277 1.1912 1.203 1.1823 0.768 0.8194 0.752 0.808

web Lineair load1 2

1 1.304 0.7902 1.224 0.7753 0.747 1.1984 0.724 1.237




Selfweight 51 harmonic

Slab section moment axialforce1 A -1.31 0.341 B -3.30 0.771 C -6.43 1.461 RIGHT -7.37 1.672 LEFT -4.70 1.832 A -3.91 1.652 B 0.08 0.732 C 0.53 0.612 RIGHT -3.76 1.553 LEFT -3.35 1.813 A -2.64 1.633 B 0.66 0.673 C 0.82 0.563 RIGHT -3.64 1.334 LEFT -3.92 1.104 A -3.17 0.904 B 0.51 -0.134 C 0.82 -0.274 RIGHT -3.95 0.665 LEFT -3.61 0.905 A -2.93 0.745 B -0.92 0.235 C -0.08 0.026 A -1.00 0.086 B -0.49 0.406 C 0.79 1.387 A -1.18 0.457 B -0.65 0.747 C 0.77 1.528 TOP -2.67 -3.098 A -2.54 -2.668 B -2.06 -1.058 C -1.58 0.329 TOP -0.41 -2.579 A -0.19 -2.189 B 0.61 -0.769 C 1.40 0.4310 TOP 0.29 -2.6610 A 0.09 -2.2810 B -0.60 -0.8410 C -1.28 0.3911 TOP -0.34 -2.5811 A -0.14 -2.2111 B 0.57 -0.8111 C 1.28 0.40




Slab 1 section a

Loadfactor 1.000 impactfactor 1.300

Influence lines incl. loaddistributionDistance Moment Axial force

Load at node concentr. u.d.l. concentr. u.d.l.------------ -------- -------- -------- -------- --------

1 0.000 -0.0836 -5.1920 0.0001 0.01862 10.792 0.0001 0.0091 0.0003 0.0171

18.708 -0.0004 0.0039 0.0004 0.01674 26.625 0.0000 -0.0007 0.0002 0.0169

34.032 0.0000 -0.0037 0.0002 0.01736 41.438 0.0000 -0.0039 0.0001 0.0176

49.355 0.0000 -0.0037 0.0001 0.01768 57.272 0.0000 -0.0035 0.0001 0.017310 64.125 0.0000 -0.0034 0.0001 0.0164

------------ -------- -------- -------- -------- --------Area -0.1686 -13.4894 0.0122 1.1086

Axial forceMoment in case of

Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -1.311 -1.311 0.341 0.341Topping -0.337 -0.337 0.028 0.028Linear loads -1.967 -1.967 0.015 0.015Live load (incl. reduction factor)

Vehicle(s) 0.751 -1.280 0.038 0.087---------------- -------- -------- -------- --------Total -2.864 -4.895 0.422 0.471

Maximum moment : 1 vehicle(s) decisiveLocation of wheels z =

5.21 6.71 11.21 12.71

Minimum moment : 2 vehicle(s) decisiveLocation of wheels z =

2.92 4.42 8.92 10.4215.04 16.54 21.04 22.54




Slab 1 section b




1 0.000 -0.1185 -7.6744 0.0005 0.04212 10.792 0.0003 0.0191 0.0010 0.0388

18.708 -0.0015 0.0083 0.0010 0.03804 26.625 -0.0001 -0.0012 0.0005 0.0384

34.032 0.0000 -0.0075 0.0004 0.03926 41.438 0.0000 -0.0079 0.0003 0.0398

49.355 -0.0001 -0.0075 0.0003 0.03998 57.272 -0.0001 -0.0071 0.0002 0.039110 64.125 -0.0001 -0.0069 0.0003 0.0372

------------ -------- -------- -------- -------- --------Area -0.4767 -29.5477 0.0325 2.5122



Vehicle(s) 0.501 -5.394 0.148 0.260---------------- -------- -------- -------- --------Total -6.597 -12.492 1.018 1.129


7.71 9.21 13.71 15.21


2.92 4.42 8.92 10.4215.04 16.54 21.04 22.54




Slab 1 section c




1 0.000 -0.1447 -10.1191 0.0016 0.07952 10.792 0.0016 0.0502 0.0032 0.0734

18.708 -0.0065 0.0218 0.0023 0.07214 26.625 -0.0002 -0.0031 0.0010 0.0728

34.032 0.0001 -0.0199 0.0007 0.07416 41.438 -0.0001 -0.0212 0.0006 0.0753

49.355 -0.0001 -0.0201 0.0005 0.07538 57.272 -0.0001 -0.0190 0.0005 0.073810 64.125 -0.0001 -0.0185 0.0005 0.0703

------------ -------- -------- -------- -------- --------Area -0.8795 -51.6901 0.0802 4.7513



Vehicle(s) 0.005 -9.785 0.118 0.731---------------- -------- -------- -------- --------Total -11.868 -21.658 1.762 2.375


30.71 32.21 36.71 38.21


2.92 4.42 8.92 10.4215.04 16.54 21.04 22.54




Slab 1 section right




1 0.000 -0.1513 -10.6824 0.0020 0.09072 10.792 0.0025 0.0616 0.0042 0.0838

18.708 -0.0091 0.0268 0.0027 0.08234 26.625 -0.0003 -0.0038 0.0011 0.0831

34.032 0.0001 -0.0244 0.0008 0.08466 41.438 -0.0002 -0.0261 0.0007 0.0858

49.355 -0.0002 -0.0247 0.0006 0.08588 57.272 -0.0002 -0.0234 0.0005 0.084210 64.125 -0.0002 -0.0227 0.0006 0.0802

------------ -------- -------- -------- -------- --------Area -1.0182 -57.7229 0.0994 5.4219



Vehicle(s) 0.010 -11.902 0.134 0.937---------------- -------- -------- -------- --------Total -13.206 -25.117 2.011 2.813


30.71 32.21 36.71 38.21


2.92 4.42 8.92 10.4215.04 16.54 21.04 22.54




Slab 2 section left




1 0.000 -0.0384 -1.7280 0.0175 1.30032 10.792 0.0220 1.9376 0.0074 0.3853

18.708 -0.0402 -2.0648 -0.0013 -0.16174 26.625 -0.0175 -1.6014 -0.0014 -0.1382

34.032 -0.0047 -0.5602 0.0000 -0.00596 41.438 -0.0020 -0.2439 0.0002 0.0340

49.355 -0.0011 -0.1423 0.0002 0.04698 57.272 -0.0011 -0.1245 0.0002 0.048410 64.125 -0.0009 -0.1017 0.0003 0.0480

------------ -------- -------- -------- -------- --------Area -0.6685 -30.7010 0.1482 9.0759



Vehicle(s) -0.170 -7.043 0.040 -0.001---------------- -------- -------- -------- --------Total -6.336 -13.209 2.660 2.618


53.71 55.21 59.71 61.21


12.71 14.21 18.71 20.2122.71 24.21 28.71 30.21




Slab 2 section a




1 0.000 -0.0322 -1.6366 0.0164 1.23662 10.792 0.0200 1.8212 0.0061 0.3445

18.708 -0.0358 -1.7645 -0.0017 -0.18654 26.625 -0.0160 -1.4602 -0.0014 -0.1474

34.032 -0.0045 -0.5338 0.0000 -0.00166 41.438 -0.0020 -0.2515 0.0003 0.0425

49.355 -0.0013 -0.1596 0.0003 0.05688 57.272 -0.0012 -0.1423 0.0003 0.058510 64.125 -0.0010 -0.1210 0.0004 0.0578

------------ -------- -------- -------- -------- --------Area -0.5188 -25.9526 0.1282 8.3742



Vehicle(s) 0.708 -6.092 1.258 -0.340---------------- -------- -------- -------- --------Total -4.524 -11.323 3.659 2.061


5.38 6.88 11.38 12.88


17.21 18.71 23.21 24.7127.21 28.71 33.21 34.71




Slab 2 section b




1 0.000 -0.0134 -0.9552 0.0091 0.72202 10.792 0.0076 0.7687 0.0007 0.0254

18.708 0.0036 0.7895 -0.0039 -0.36834 26.625 -0.0033 -0.2401 -0.0016 -0.1957

34.032 -0.0026 -0.2787 0.0009 0.06606 41.438 -0.0025 -0.2874 0.0011 0.1469

49.355 -0.0023 -0.2806 0.0011 0.17298 57.272 -0.0022 -0.2687 0.0011 0.174810 64.125 -0.0021 -0.2600 0.0012 0.1715

------------ -------- -------- -------- -------- --------Area 0.0254 0.5881 0.0474 4.3259


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 0.077 0.077 0.727 0.727Topping 0.015 0.015 0.108 0.108Linear loads -0.485 -0.485 0.373 0.373Live load (incl. reduction factor)

Vehicle(s) 3.442 -0.964 -0.284 -0.248---------------- -------- -------- -------- --------Total 3.048 -1.357 0.924 0.960


6.38 7.88 12.38 13.8816.38 17.88 22.38 23.88


21.04 22.54 27.04 28.5431.04 32.54 37.04 38.54




Slab 2 section c




1 0.000 -0.0083 -0.6593 0.0065 0.49842 10.792 0.0021 0.2657 -0.0008 -0.1078

18.708 0.0397 1.9772 -0.0044 -0.43754 26.625 0.0029 0.3314 -0.0014 -0.2025

34.032 -0.0020 -0.1530 0.0015 0.11366 41.438 -0.0026 -0.2971 0.0017 0.2117

49.355 -0.0027 -0.3304 0.0016 0.24338 57.272 -0.0026 -0.3215 0.0016 0.245110 64.125 -0.0026 -0.3189 0.0017 0.2400

------------ -------- -------- -------- -------- --------Area 0.1108 4.3950 0.0355 3.4600



Vehicle(s) 4.081 -0.846 -0.809 0.529---------------- -------- -------- -------- --------Total 4.315 -0.612 0.197 1.535


11.21 12.71 17.21 18.7121.21 22.71 27.21 28.71


41.02 42.52 47.02 48.5251.02 52.52 57.02 58.52








1 0.000 0.0073 0.4325 -0.0009 -0.19382 10.792 -0.0156 -1.3774 -0.0043 -0.4954

18.708 -0.0388 -1.8668 -0.0045 -0.60864 26.625 0.0256 2.2889 0.0030 -0.1611

34.032 -0.0068 0.2612 0.0056 0.34166 41.438 -0.0037 -0.3631 0.0042 0.5011

49.355 -0.0042 -0.5411 0.0040 0.55258 57.272 -0.0043 -0.5432 0.0039 0.553610 64.125 -0.0045 -0.5609 0.0041 0.5412

------------ -------- -------- -------- -------- --------Area -0.4919 -22.8447 0.0887 4.8137



Vehicle(s) 1.095 -6.343 0.745 -1.032---------------- -------- -------- -------- --------Total -3.343 -10.781 2.555 0.778


26.62 28.12 32.62 34.12


7.21 8.71 13.21 14.7117.21 18.71 23.21 24.71




Slab 3 section left




1 0.000 0.0244 2.7655 0.0020 0.17212 10.792 0.0255 3.1996 0.0016 0.1506

18.708 0.0181 3.4600 0.0032 0.09304 26.625 0.0380 4.0454 0.0043 0.0453

34.032 -0.0379 -1.8177 0.0011 0.05446 41.438 -0.0324 -3.5951 0.0004 0.0647

49.355 -0.0320 -4.0168 0.0002 0.08518 57.272 -0.0315 -3.9138 0.0002 0.100710 64.125 -0.0315 -3.8833 0.0005 0.0951

------------ -------- -------- -------- -------- --------Area -0.4205 -14.6964 0.0996 6.0580



Vehicle(s) 8.079 -10.826 0.936 0.152---------------- -------- -------- -------- --------Total 3.885 -15.021 3.018 2.234


19.12 20.62 25.12 26.626.21 7.71 12.21 13.71


34.03 35.53 40.03 41.5344.03 45.53 50.03 51.53




Slab 3 section a




1 0.000 0.0222 2.5268 0.0019 0.16032 10.792 0.0234 2.9356 0.0015 0.1397

18.708 0.0187 3.1769 0.0027 0.08384 26.625 0.0346 3.7506 0.0033 0.0371

34.032 -0.0334 -1.5253 0.0008 0.04516 41.438 -0.0298 -3.2956 0.0003 0.0544

49.355 -0.0297 -3.7239 0.0002 0.07578 57.272 -0.0293 -3.6343 0.0002 0.092810 64.125 -0.0293 -3.6150 0.0004 0.0879

------------ -------- -------- -------- -------- --------Area -0.3046 -11.2029 0.0823 5.4520



Vehicle(s) 7.973 -9.891 0.785 0.110---------------- -------- -------- -------- --------Total 4.589 -13.275 2.659 1.984


19.71 21.21 25.71 27.216.21 7.71 12.21 13.71


34.03 35.53 40.03 41.5344.03 45.53 50.03 51.53




Slab 3 section b




1 0.000 0.0037 0.3623 0.0011 0.08972 10.792 0.0047 0.5962 0.0006 0.0768

18.708 0.0041 0.7057 0.0008 0.03484 26.625 0.0108 1.2143 0.0004 -0.0028

34.032 0.0083 1.0083 -0.0003 -0.00256 41.438 -0.0065 -0.6828 -0.0001 -0.0012

49.355 -0.0098 -1.1613 0.0000 0.02878 57.272 -0.0096 -1.1868 0.0000 0.059310 64.125 -0.0100 -1.2648 0.0003 0.0594

------------ -------- -------- -------- -------- --------Area 0.0853 4.5358 0.0192 2.2918



Vehicle(s) 4.346 -3.005 0.154 0.008---------------- -------- -------- -------- --------Total 4.734 -2.617 0.948 0.802


14.71 16.21 20.71 22.2124.71 26.21 30.71 32.21


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 3 section c




1 0.000 -0.0031 -0.4515 0.0009 0.07592 10.792 -0.0023 -0.2754 0.0005 0.0658

18.708 -0.0026 -0.2089 0.0005 0.02884 26.625 0.0023 0.2836 0.0002 -0.0054

34.032 0.0379 1.9368 -0.0004 -0.00776 41.438 0.0023 0.2820 0.0000 -0.0089

49.355 -0.0026 -0.2114 0.0002 0.02438 57.272 -0.0023 -0.2786 0.0000 0.059910 64.125 -0.0028 -0.3922 0.0003 0.0617

------------ -------- -------- -------- -------- --------Area 0.1083 4.0166 0.0144 1.9276



Vehicle(s) 3.781 -0.815 -0.024 0.116---------------- -------- -------- -------- --------Total 4.336 -0.259 0.650 0.789


24.03 25.53 30.03 31.5334.03 35.53 40.03 41.53


2.92 4.42 8.92 10.4253.71 55.21 59.71 61.21








1 0.000 -0.0302 -3.7101 0.0008 0.08122 10.792 -0.0303 -3.7647 0.0004 0.0832

18.708 -0.0308 -3.8721 0.0003 0.06634 26.625 -0.0313 -3.4546 0.0003 0.0450

34.032 -0.0368 -1.6811 0.0009 0.03166 41.438 0.0391 4.1827 0.0038 0.0193

49.355 0.0192 3.5997 0.0026 0.06618 57.272 0.0266 3.3422 0.0009 0.122210 64.125 0.0263 3.0671 0.0012 0.1313

------------ -------- -------- -------- -------- --------Area -0.5667 -31.9844 0.0802 4.3379



Vehicle(s) 8.415 -10.458 0.752 0.148---------------- -------- -------- -------- --------Total 3.707 -15.166 2.286 1.682


41.44 42.94 47.44 48.9453.71 55.21 59.71 61.21


16.53 18.03 22.53 24.0326.53 28.03 32.53 34.03




Slab 4 section left




1 0.000 -0.0046 -0.5651 0.0042 0.50282 10.792 -0.0043 -0.5385 0.0039 0.5163

18.708 -0.0041 -0.5371 0.0039 0.51444 26.625 -0.0037 -0.3596 0.0041 0.4626

34.032 -0.0068 0.2647 0.0053 0.30066 41.438 0.0256 2.2934 0.0024 -0.2053

49.355 -0.0389 -1.8607 -0.0052 -0.65388 57.272 -0.0157 -1.3699 -0.0051 -0.542210 64.125 -0.0002 -0.2205 -0.0029 -0.3554

------------ -------- -------- -------- -------- --------Area -0.5219 -25.1529 0.0868 5.2754



Vehicle(s) 1.095 -6.392 0.667 -1.303---------------- -------- -------- -------- --------Total -3.857 -11.344 1.951 -0.018


33.94 35.44 39.94 41.44


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 4 section a




1 0.000 -0.0044 -0.5380 0.0040 0.47582 10.792 -0.0041 -0.5136 0.0037 0.4883

18.708 -0.0040 -0.5132 0.0037 0.48634 26.625 -0.0035 -0.3480 0.0038 0.4361

34.032 -0.0042 0.2371 0.0047 0.27896 41.438 0.0233 2.1463 0.0014 -0.2129

49.355 -0.0347 -1.5854 -0.0055 -0.64568 57.272 -0.0145 -1.2608 -0.0049 -0.518110 64.125 -0.0006 -0.2424 -0.0025 -0.3170

------------ -------- -------- -------- -------- --------Area -0.3992 -20.7206 0.0690 4.5909



Vehicle(s) 1.771 -4.957 0.332 -1.342---------------- -------- -------- -------- --------Total -2.309 -9.037 1.408 -0.266


36.02 37.52 42.02 43.52


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 4 section b




1 0.000 -0.0030 -0.3701 0.0023 0.27752 10.792 -0.0029 -0.3652 0.0021 0.2831

18.708 -0.0030 -0.3715 0.0021 0.28064 26.625 -0.0027 -0.2982 0.0021 0.2430

34.032 -0.0014 -0.0183 0.0018 0.12576 41.438 0.0091 0.9127 -0.0017 -0.2468

49.355 0.0039 0.8415 -0.0056 -0.54468 57.272 -0.0034 -0.2266 -0.0028 -0.280010 64.125 -0.0030 -0.3070 0.0013 0.0438

------------ -------- -------- -------- -------- --------Area 0.0684 3.2180 0.0016 0.8372


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 0.509 0.509 -0.132 -0.132Topping 0.080 0.080 0.021 0.021Linear loads -0.295 -0.295 0.127 0.127Live load (incl. reduction factor)

Vehicle(s) 3.840 -0.998 -0.993 -0.060---------------- -------- -------- -------- --------Total 4.135 -0.703 -0.978 -0.044


37.02 38.52 43.02 44.5247.02 48.52 53.02 54.52


2.92 4.42 8.92 10.4253.71 55.21 59.71 61.21




Slab 4 section c




1 0.000 -0.0025 -0.3043 0.0017 0.20232 10.792 -0.0025 -0.3089 0.0015 0.2053

18.708 -0.0026 -0.3181 0.0015 0.20264 26.625 -0.0025 -0.2852 0.0014 0.1707

34.032 -0.0019 -0.1414 0.0011 0.07136 41.438 0.0030 0.3429 -0.0020 -0.2461

49.355 0.0398 1.9886 -0.0052 -0.48128 57.272 0.0022 0.2771 -0.0016 -0.152510 64.125 -0.0046 -0.3106 0.0033 0.2289

------------ -------- -------- -------- -------- --------Area 0.1321 5.8388 -0.0056 0.1864


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 0.820 0.820 -0.275 -0.275Topping 0.146 0.146 0.005 0.005Linear loads -0.244 -0.244 0.172 0.172Live load (incl. reduction factor)

Vehicle(s) 4.113 -0.814 -1.041 0.474---------------- -------- -------- -------- --------Total 4.835 -0.091 -1.139 0.377


39.35 40.85 45.35 46.8549.35 50.85 55.35 56.85


9.54 11.04 15.54 17.0419.54 21.04 25.54 27.04








1 0.000 -0.0006 -0.0673 0.0001 0.01682 10.792 -0.0009 -0.1028 0.0001 0.0142

18.708 -0.0010 -0.1206 0.0001 0.01194 26.625 -0.0018 -0.2224 0.0000 -0.0012

34.032 -0.0045 -0.5395 -0.0004 -0.04096 41.438 -0.0173 -1.5818 -0.0019 -0.1728

49.355 -0.0399 -2.0471 -0.0020 -0.19598 57.272 0.0222 1.9538 0.0067 0.350810 64.125 -0.0274 -0.3744 0.0144 0.9299

------------ -------- -------- -------- -------- --------Area -0.5453 -25.6322 0.0635 2.5921



Vehicle(s) -0.126 -6.955 0.014 -0.194---------------- -------- -------- -------- --------Total -4.804 -11.633 1.132 0.924


2.92 4.42 8.92 10.42


37.85 39.35 43.85 45.3547.85 49.35 53.85 55.35




Slab 5 section left




1 0.000 -0.0001 -0.0198 0.0004 0.04322 10.792 -0.0001 -0.0207 0.0003 0.0462

18.708 -0.0002 -0.0219 0.0003 0.04714 26.625 -0.0001 -0.0232 0.0004 0.0471

34.032 0.0001 -0.0216 0.0004 0.04616 41.438 -0.0003 -0.0032 0.0006 0.0449

49.355 -0.0088 0.0241 0.0020 0.04448 57.272 0.0024 0.0550 0.0035 0.045210 64.125 -0.1155 -6.7716 0.0018 0.0471

------------ -------- -------- -------- -------- --------Area -0.5236 -23.4553 0.0663 2.9300



Vehicle(s) 0.011 -6.521 0.073 0.740---------------- -------- -------- -------- --------Total -6.861 -13.394 1.090 1.757


29.86 31.36 35.86 37.36


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 5 section a




1 0.000 -0.0001 -0.0157 0.0003 0.03522 10.792 -0.0001 -0.0164 0.0003 0.0376

18.708 -0.0001 -0.0174 0.0003 0.03844 26.625 -0.0001 -0.0184 0.0003 0.0383

34.032 0.0001 -0.0172 0.0004 0.03756 41.438 -0.0002 -0.0026 0.0005 0.0365

49.355 -0.0062 0.0190 0.0016 0.03618 57.272 0.0014 0.0435 0.0025 0.036710 64.125 -0.1077 -6.2053 0.0012 0.0383

------------ -------- -------- -------- -------- --------Area -0.4151 -19.6378 0.0499 2.3850



Vehicle(s) 0.007 -5.033 0.059 0.547---------------- -------- -------- -------- --------Total -5.838 -10.877 0.887 1.375


29.86 31.36 35.86 37.36


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 5 section b




1 0.000 0.0000 -0.0045 0.0001 0.01122 10.792 0.0000 -0.0047 0.0001 0.0120

18.708 0.0000 -0.0049 0.0001 0.01234 26.625 0.0000 -0.0052 0.0001 0.0122

34.032 0.0000 -0.0049 0.0001 0.01196 41.438 -0.0001 -0.0008 0.0001 0.0116

49.355 -0.0012 0.0052 0.0004 0.01158 57.272 0.0002 0.0121 0.0005 0.011710 64.125 -0.0778 -3.7521 0.0001 0.0122

------------ -------- -------- -------- -------- --------Area -0.1385 -7.1066 0.0123 0.7591



Vehicle(s) 0.419 -0.436 0.070 0.125---------------- -------- -------- -------- --------Total -2.015 -2.870 0.334 0.389


52.86 54.36 58.86 60.36


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 5 section c




1 0.000 0.0000 -0.0009 0.0000 0.00112 10.792 0.0000 -0.0009 0.0000 0.0012

18.708 0.0000 -0.0010 0.0000 0.00124 26.625 0.0000 -0.0010 0.0000 0.0012

34.032 0.0000 -0.0009 0.0000 0.00126 41.438 0.0000 -0.0002 0.0000 0.0012

49.355 -0.0002 0.0009 0.0000 0.00118 57.272 0.0000 0.0022 0.0000 0.001210 64.125 -0.0324 -1.2668 0.0000 0.0012

------------ -------- -------- -------- -------- --------Area -0.0086 -0.8086 0.0010 0.0761



Vehicle(s) 0.122 -0.024 0.004 0.010---------------- -------- -------- -------- --------Total -0.212 -0.357 0.031 0.037


53.71 55.21 59.71 61.21


40.19 41.69 46.19 47.6950.19 51.69 56.19 57.69




Slab 6 section a




1 0.000 0.0077 0.6971 -0.0139 -1.14042 10.792 0.0053 0.5317 -0.0023 -0.2560

18.708 0.0010 0.1615 0.0041 0.27184 26.625 -0.0020 -0.1550 0.0026 0.2320

34.032 -0.0021 -0.1930 0.0009 0.08816 41.438 -0.0018 -0.2038 0.0004 0.0456

49.355 -0.0016 -0.2006 0.0003 0.03178 57.272 -0.0016 -0.1924 0.0002 0.028710 64.125 -0.0015 -0.1864 0.0002 0.0251

------------ -------- -------- -------- -------- --------Area 0.0245 2.1321 -0.0293 -2.7599


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.999 -0.999 0.076 0.076Topping 0.053 0.053 -0.069 -0.069Linear loads 0.220 0.220 -0.465 -0.465Live load (incl. reduction factor)

Vehicle(s) 1.364 -0.632 -0.763 0.367---------------- -------- -------- -------- --------Total 0.638 -1.358 -1.221 -0.091


2.92 4.42 8.92 10.4212.92 14.42 18.92 20.42


26.21 27.71 32.21 33.7136.21 37.71 42.21 43.71




Slab 6 section b




1 0.000 0.0064 0.6120 -0.0123 -1.02542 10.792 0.0045 0.4597 -0.0011 -0.1814

18.708 0.0009 0.1347 0.0047 0.31544 26.625 -0.0018 -0.1369 0.0028 0.2460

34.032 -0.0018 -0.1667 0.0008 0.07966 41.438 -0.0015 -0.1749 0.0003 0.0304

49.355 -0.0014 -0.1719 0.0001 0.01518 57.272 -0.0013 -0.1649 0.0001 0.012610 64.125 -0.0013 -0.1597 0.0001 0.0092

------------ -------- -------- -------- -------- --------Area 0.0200 1.8685 -0.0073 -1.4852


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.495 -0.495 0.400 0.400Topping 0.047 0.047 -0.037 -0.037Linear loads 0.195 0.195 -0.423 -0.423Live load (incl. reduction factor)

Vehicle(s) 1.158 -0.543 -0.420 0.356---------------- -------- -------- -------- --------Total 0.904 -0.797 -0.480 0.296


2.92 4.42 8.92 10.4212.92 14.42 18.92 20.42


26.21 27.71 32.21 33.7136.21 37.71 42.21 43.71




Slab 6 section c




1 0.000 0.0005 0.0386 -0.0043 -0.34992 10.792 -0.0001 -0.0156 0.0030 0.2403

18.708 -0.0004 -0.0430 0.0068 0.53814 26.625 -0.0002 -0.0193 0.0034 0.2780

34.032 0.0001 0.0090 -0.0004 -0.03166 41.438 0.0002 0.0174 -0.0011 -0.1228

49.355 0.0002 0.0194 -0.0012 -0.14578 57.272 0.0002 0.0188 -0.0011 -0.142810 64.125 0.0002 0.0187 -0.0012 -0.1436

------------ -------- -------- -------- -------- --------Area 0.0013 0.1107 0.0529 3.0991


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 0.790 0.790 1.376 1.376Topping 0.003 0.003 0.077 0.077Linear loads 0.024 0.024 -0.200 -0.200Live load (incl. reduction factor)

Vehicle(s) 0.050 -0.088 -0.370 1.518---------------- -------- -------- -------- --------Total 0.866 0.729 0.884 2.772


41.02 42.52 47.02 48.5251.02 52.52 57.02 58.52


11.21 12.71 17.21 18.7121.21 22.71 27.21 28.71




Slab 7 section a




1 0.000 0.0017 0.2097 -0.0032 -0.39512 10.792 0.0018 0.2199 -0.0033 -0.4053

18.708 0.0018 0.2294 -0.0034 -0.41914 26.625 0.0020 0.2284 -0.0035 -0.3893

34.032 0.0025 0.2001 -0.0035 -0.24556 41.438 0.0016 0.1045 0.0020 0.2340

49.355 -0.0024 -0.2597 0.0077 0.71278 57.272 -0.0056 -0.5751 0.0059 0.640310 64.125 -0.0060 -0.6113 0.0038 0.4482

------------ -------- -------- -------- -------- --------Area 0.0061 0.6529 0.0074 -0.2011


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -1.178 -1.178 0.448 0.448Topping 0.016 0.016 -0.005 -0.005Linear loads -0.175 -0.175 0.032 0.032Live load (incl. reduction factor)

Vehicle(s) 0.689 -1.076 -1.024 1.936---------------- -------- -------- -------- --------Total -0.648 -2.413 -0.549 2.411


19.86 21.36 25.86 27.3629.86 31.36 35.86 37.36


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 7 section b




1 0.000 0.0015 0.1838 -0.0029 -0.35332 10.792 0.0016 0.1926 -0.0029 -0.3616

18.708 0.0016 0.2010 -0.0030 -0.37364 26.625 0.0018 0.2002 -0.0031 -0.3447

34.032 0.0020 0.1752 -0.0028 -0.20876 41.438 0.0014 0.0885 0.0026 0.2470

49.355 -0.0020 -0.2305 0.0077 0.69658 57.272 -0.0048 -0.5009 0.0056 0.594410 64.125 -0.0052 -0.5289 0.0031 0.3778

------------ -------- -------- -------- -------- --------Area 0.0051 0.5676 0.0247 0.8111


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.652 -0.652 0.737 0.737Topping 0.014 0.014 0.020 0.020Linear loads -0.151 -0.151 0.021 0.021Live load (incl. reduction factor)

Vehicle(s) 0.576 -0.918 -0.942 1.920---------------- -------- -------- -------- --------Total -0.212 -1.707 -0.164 2.698


18.03 19.53 24.03 25.5328.03 29.53 34.03 35.53


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21




Slab 7 section c




1 0.000 0.0001 0.0179 -0.0011 -0.13792 10.792 0.0001 0.0181 -0.0011 -0.1369

18.708 0.0002 0.0187 -0.0011 -0.13994 26.625 0.0001 0.0168 -0.0010 -0.1172

34.032 0.0001 0.0084 -0.0004 -0.02616 41.438 -0.0002 -0.0200 0.0035 0.2834

49.355 -0.0004 -0.0436 0.0068 0.54338 57.272 -0.0001 -0.0162 0.0031 0.245410 64.125 0.0003 0.0183 -0.0019 -0.1296

------------ -------- -------- -------- -------- --------Area 0.0001 0.0295 0.0634 3.8439


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 0.774 0.774 1.518 1.518Topping 0.001 0.001 0.096 0.096Linear loads 0.014 0.014 -0.100 -0.100Live load (incl. reduction factor)

Vehicle(s) 0.048 -0.089 -0.354 1.533---------------- -------- -------- -------- --------Total 0.837 0.700 1.159 3.047


9.54 11.04 15.54 17.0419.54 21.04 25.54 27.04


39.35 40.85 45.35 46.8549.35 50.85 55.35 56.85




Slab 8 section top




1 0.000 -0.1129 -8.9544 -0.0235 -1.12192 10.792 -0.0195 -1.8760 -0.0317 -0.7812

18.708 0.0311 2.0916 -0.0130 -0.50624 26.625 0.0172 1.5975 -0.0027 -0.2430

34.032 0.0049 0.5358 -0.0002 -0.05286 41.438 0.0018 0.2178 0.0001 0.0049

49.355 0.0010 0.1176 0.0002 0.02208 57.272 0.0009 0.1011 0.0002 0.023310 64.125 0.0007 0.0790 0.0002 0.0259

------------ -------- -------- -------- -------- --------Area -0.3497 -27.0219 -0.5385 -19.0538


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -2.674 -2.674 -3.093 -3.093Topping -0.675 -0.675 -0.476 -0.476Linear loads -3.700 -3.700 -0.473 -0.473Live load (incl. reduction factor)

Vehicle(s) 5.798 -9.581 -1.810 -4.594---------------- -------- -------- -------- --------Total -1.251 -16.630 -5.852 -8.637


17.21 18.71 23.21 24.7127.21 28.71 33.21 34.71


2.92 4.42 8.92 10.42




Slab 8 section a




1 0.000 -0.0981 -7.9367 -0.0210 -1.01262 10.792 -0.0168 -1.6194 -0.0276 -0.7060

18.708 0.0268 1.8904 -0.0115 -0.45424 26.625 0.0151 1.4125 -0.0023 -0.2131

34.032 0.0041 0.4579 -0.0002 -0.04206 41.438 0.0014 0.1720 0.0001 0.0098

49.355 0.0007 0.0827 0.0002 0.02498 57.272 0.0006 0.0689 0.0002 0.025810 64.125 0.0005 0.0499 0.0002 0.0280

------------ -------- -------- -------- -------- --------Area -0.3021 -23.9469 -0.4726 -16.9637



Vehicle(s) 5.025 -8.195 -1.592 -4.043---------------- -------- -------- -------- --------Total -1.399 -14.619 -5.098 -7.549


17.21 18.71 23.21 24.7127.21 28.71 33.21 34.71


2.92 4.42 8.92 10.42




Slab 8 section b




1 0.000 -0.0514 -4.3499 -0.0119 -0.62302 10.792 -0.0075 -0.7148 -0.0139 -0.4368

18.708 0.0148 1.1809 -0.0060 -0.26764 26.625 0.0079 0.7601 -0.0012 -0.1049

34.032 0.0016 0.1833 0.0001 -0.00096 41.438 0.0000 0.0107 0.0003 0.0304

49.355 -0.0003 -0.0402 0.0003 0.03868 57.272 -0.0003 -0.0445 0.0003 0.038010 64.125 -0.0004 -0.0529 0.0003 0.0386

------------ -------- -------- -------- -------- --------Area -0.1563 -13.1099 -0.2415 -9.3729



Vehicle(s) 2.670 -4.095 -1.621 -2.087---------------- -------- -------- -------- --------Total -1.551 -8.315 -3.156 -3.622


12.71 14.21 18.71 20.2122.71 24.21 28.71 30.21


2.92 4.42 8.92 10.4253.71 55.21 59.71 61.21




Slab 8 section c




1 0.000 -0.0087 -0.7633 -0.0038 -0.24272 10.792 0.0018 0.1898 -0.0037 -0.1768

18.708 0.0048 0.4716 -0.0016 -0.09284 26.625 0.0007 0.1078 -0.0001 -0.0109

34.032 -0.0011 -0.0912 0.0003 0.02636 41.438 -0.0013 -0.1505 0.0003 0.0374

49.355 -0.0013 -0.1632 0.0003 0.03958 57.272 -0.0013 -0.1581 0.0003 0.038210 64.125 -0.0013 -0.1561 0.0003 0.0375

------------ -------- -------- -------- -------- --------Area -0.0250 -2.2736 -0.0580 -2.5593


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -1.584 -1.584 0.317 0.317Topping -0.057 -0.057 -0.064 -0.064Linear loads -0.377 -0.377 -0.088 -0.088Live load (incl. reduction factor)

Vehicle(s) 0.891 -0.563 -0.544 -0.564---------------- -------- -------- -------- --------Total -1.126 -2.580 -0.379 -0.400


10.38 11.88 16.38 17.8820.38 21.88 26.38 27.88


2.92 4.42 8.92 10.4241.02 42.52 47.02 48.52




Slab 9 section top




1 0.000 -0.0171 -2.3330 0.0059 0.57622 10.792 -0.0411 -4.5770 0.0015 0.2662

18.708 -0.0569 -5.3268 -0.0091 0.01444 26.625 -0.0124 -1.7565 -0.0269 -0.2416

34.032 0.0310 2.0789 -0.0130 -0.45326 41.438 0.0287 3.2320 -0.0049 -0.5329

49.355 0.0279 3.4757 -0.0041 -0.54308 57.272 0.0272 3.3706 -0.0042 -0.521910 64.125 0.0270 3.3224 -0.0042 -0.5052

------------ -------- -------- -------- -------- --------Area -0.0714 -8.1483 -0.4381 -13.5560


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.411 -0.411 -2.565 -2.565Topping -0.204 -0.204 -0.339 -0.339Linear loads 0.371 0.371 0.021 0.021Live load (incl. reduction factor)

Vehicle(s) 9.349 -13.886 -2.048 -2.254---------------- -------- -------- -------- --------Total 9.105 -14.130 -4.931 -5.137


34.03 35.53 40.03 41.5344.03 45.53 50.03 51.53


7.21 8.71 13.21 14.7117.21 18.71 23.21 24.71




Slab 9 section a




1 0.000 -0.0147 -2.0164 0.0054 0.52862 10.792 -0.0361 -4.0306 0.0014 0.2491

18.708 -0.0494 -4.7369 -0.0079 0.01764 26.625 -0.0113 -1.5829 -0.0233 -0.2173

34.032 0.0263 1.8373 -0.0115 -0.40746 41.438 0.0254 2.8638 -0.0044 -0.4786

49.355 0.0247 3.0808 -0.0037 -0.48778 57.272 0.0241 2.9876 -0.0038 -0.468910 64.125 0.0239 2.9452 -0.0038 -0.4541

------------ -------- -------- -------- -------- --------Area -0.0611 -7.0761 -0.3829 -11.9927


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.186 -0.186 -2.183 -2.183Topping -0.177 -0.177 -0.300 -0.300Linear loads 0.351 0.351 0.024 0.024Live load (incl. reduction factor)

Vehicle(s) 8.195 -12.107 -1.770 -1.936---------------- -------- -------- -------- --------Total 8.183 -12.118 -4.230 -4.395


34.36 35.86 40.36 41.8644.36 45.86 50.36 51.86


7.21 8.71 13.21 14.7117.21 18.71 23.21 24.71




Slab 9 section b




1 0.000 -0.0060 -0.9056 0.0037 0.36262 10.792 -0.0186 -2.1110 0.0013 0.1909

18.708 -0.0265 -2.6648 -0.0037 0.03234 26.625 -0.0074 -0.9764 -0.0112 -0.1273

34.032 0.0128 0.9852 -0.0062 -0.24156 41.438 0.0139 1.5709 -0.0026 -0.2830

49.355 0.0136 1.6959 -0.0022 -0.28828 57.272 0.0133 1.6451 -0.0022 -0.277410 64.125 0.0132 1.6230 -0.0022 -0.2689

------------ -------- -------- -------- -------- --------Area -0.0268 -3.3108 -0.1894 -6.2382


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 0.609 0.609 -0.760 -0.760Topping -0.083 -0.083 -0.156 -0.156Linear loads 0.281 0.281 0.036 0.036Live load (incl. reduction factor)

Vehicle(s) 4.405 -6.409 -0.976 -0.833---------------- -------- -------- -------- --------Total 5.213 -5.601 -1.856 -1.713


34.86 36.36 40.86 42.3644.86 46.36 50.86 52.36


7.21 8.71 13.21 14.7117.21 18.71 23.21 24.71




Slab 9 section c




1 0.000 0.0029 0.2000 0.0018 0.17942 10.792 -0.0013 -0.1977 0.0010 0.1170

18.708 -0.0057 -0.5995 -0.0006 0.03554 26.625 -0.0035 -0.3752 -0.0026 -0.0456

34.032 0.0015 0.1326 -0.0017 -0.08546 41.438 0.0025 0.2826 -0.0009 -0.0989

49.355 0.0026 0.3180 -0.0008 -0.10038 57.272 0.0025 0.3099 -0.0008 -0.096510 64.125 0.0025 0.3081 -0.0008 -0.0937

------------ -------- -------- -------- -------- --------Area 0.0059 0.4409 -0.0398 -1.2426


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 1.405 1.405 0.433 0.433Topping 0.011 0.011 -0.031 -0.031Linear loads 0.212 0.212 0.036 0.036Live load (incl. reduction factor)

Vehicle(s) 0.810 -1.250 -0.262 -0.286---------------- -------- -------- -------- --------Total 2.438 0.378 0.175 0.151


41.02 42.52 47.02 48.5251.02 52.52 57.02 58.52


11.04 12.54 17.04 18.5421.04 22.54 27.04 28.54




Slab 10 section top




1 0.000 -0.0256 -3.1451 -0.0040 -0.47622 10.792 -0.0260 -3.2262 -0.0040 -0.5031

18.708 -0.0267 -3.3350 -0.0039 -0.52474 26.625 -0.0276 -3.0950 -0.0048 -0.5151

34.032 -0.0300 -1.9458 -0.0129 -0.43576 41.438 0.0135 1.8893 -0.0268 -0.2236

49.355 0.0580 5.4604 -0.0089 0.03308 57.272 0.0423 4.7121 0.0016 0.285610 64.125 0.0266 3.2875 0.0047 0.4828

------------ -------- -------- -------- -------- --------Area -0.0448 -6.8315 -0.4652 -16.3843


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 0.287 0.287 -2.663 -2.663Topping -0.171 -0.171 -0.410 -0.410Linear loads 0.128 0.128 -0.007 -0.007Live load (incl. reduction factor)

Vehicle(s) 14.282 -8.988 -2.037 -2.002---------------- -------- -------- -------- --------Total 14.526 -8.744 -5.117 -5.082


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21


16.53 18.03 22.53 24.0326.53 28.03 32.53 34.03




Slab 10 section a




1 0.000 -0.0227 -2.7884 -0.0036 -0.42812 10.792 -0.0230 -2.8598 -0.0036 -0.4521

18.708 -0.0237 -2.9562 -0.0035 -0.47134 26.625 -0.0244 -2.7427 -0.0043 -0.4627

34.032 -0.0253 -1.7196 -0.0114 -0.39176 41.438 0.0122 1.7004 -0.0232 -0.2013

49.355 0.0505 4.8551 -0.0078 0.03428 57.272 0.0372 4.1502 0.0016 0.266310 64.125 0.0232 2.8715 0.0044 0.4441

------------ -------- -------- -------- -------- --------Area -0.0402 -6.0329 -0.4077 -14.5832



Vehicle(s) 12.458 -7.875 -1.746 -1.729---------------- -------- -------- -------- --------Total 12.494 -7.839 -4.391 -4.373


43.71 45.21 49.71 51.2153.71 55.21 59.71 61.21


16.21 17.71 22.21 23.7126.21 27.71 32.21 33.71




Slab 10 section b




1 0.000 -0.0125 -1.5384 -0.0021 -0.25352 10.792 -0.0127 -1.5757 -0.0022 -0.2672

18.708 -0.0131 -1.6283 -0.0021 -0.27834 26.625 -0.0133 -1.5052 -0.0025 -0.2734

34.032 -0.0123 -0.9213 -0.0061 -0.23206 41.438 0.0079 1.0402 -0.0111 -0.1177

49.355 0.0270 2.7290 -0.0037 0.04218 57.272 0.0192 2.1760 0.0013 0.201110 64.125 0.0110 1.4107 0.0030 0.3103

------------ -------- -------- -------- -------- --------Area -0.0220 -3.2370 -0.2059 -7.9560


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.596 -0.596 -0.837 -0.837Topping -0.081 -0.081 -0.199 -0.199Linear loads -0.021 -0.021 0.019 0.019Live load (incl. reduction factor)

Vehicle(s) 6.586 -4.231 -0.807 -0.950---------------- -------- -------- -------- --------Total 5.888 -4.930 -1.823 -1.967


43.35 44.85 49.35 50.8553.35 54.85 59.35 60.85


15.71 17.21 21.71 23.2125.71 27.21 31.71 33.21




Slab 10 section c




1 0.000 -0.0024 -0.2953 -0.0007 -0.08792 10.792 -0.0024 -0.2986 -0.0007 -0.0925

18.708 -0.0025 -0.3070 -0.0008 -0.09644 26.625 -0.0024 -0.2720 -0.0009 -0.0951

34.032 -0.0014 -0.1222 -0.0017 -0.08176 41.438 0.0036 0.3855 -0.0026 -0.0419

49.355 0.0058 0.6100 -0.0005 0.03938 57.272 0.0014 0.2083 0.0010 0.120910 64.125 -0.0013 -0.0444 0.0016 0.1606

------------ -------- -------- -------- -------- --------Area -0.0019 -0.4594 -0.0473 -2.0217


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -1.285 -1.285 0.390 0.390Topping -0.011 -0.011 -0.051 -0.051Linear loads -0.138 -0.138 0.030 0.030Live load (incl. reduction factor)

Vehicle(s) 1.277 -0.782 -0.276 -0.251---------------- -------- -------- -------- --------Total -0.158 -2.216 0.094 0.118


39.52 41.02 45.52 47.0249.52 51.02 55.52 57.02


9.54 11.04 15.54 17.0419.54 21.04 25.54 27.04




Slab 11 section top




1 0.000 -0.0005 -0.0475 0.0002 0.02852 10.792 -0.0007 -0.0821 0.0002 0.0244

18.708 -0.0008 -0.0987 0.0002 0.02324 26.625 -0.0017 -0.1992 0.0001 0.0061

34.032 -0.0047 -0.5178 -0.0002 -0.05176 41.438 -0.0170 -1.5787 -0.0026 -0.2420

49.355 -0.0310 -2.0712 -0.0129 -0.50548 57.272 0.0198 1.8988 -0.0317 -0.780610 64.125 0.0881 6.3971 -0.0279 -0.9969

------------ -------- -------- -------- -------- --------Area -0.0217 -2.1769 -0.4440 -14.7117


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.338 -0.338 -2.581 -2.581Topping -0.054 -0.054 -0.368 -0.368Linear loads 2.586 2.586 -0.417 -0.417Live load (incl. reduction factor)

Vehicle(s) 4.047 -5.748 -4.494 -1.798---------------- -------- -------- -------- --------Total 6.242 -3.554 -7.860 -5.163


53.71 55.21 59.71 61.21


33.35 34.85 39.35 40.8543.35 44.85 49.35 50.85




Slab 11 section a




1 0.000 -0.0002 -0.0233 0.0002 0.02932 10.792 -0.0005 -0.0531 0.0002 0.0259

18.708 -0.0005 -0.0670 0.0002 0.02514 26.625 -0.0013 -0.1565 0.0001 0.0100

34.032 -0.0040 -0.4429 -0.0002 -0.04186 41.438 -0.0149 -1.3967 -0.0023 -0.2130

49.355 -0.0268 -1.8733 -0.0114 -0.45448 57.272 0.0171 1.6386 -0.0276 -0.706310 64.125 0.0752 5.6533 -0.0247 -0.9010

------------ -------- -------- -------- -------- --------Area -0.0196 -1.8864 -0.3889 -13.0825


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight -0.136 -0.136 -2.209 -2.209Topping -0.047 -0.047 -0.327 -0.327Linear loads 2.292 2.292 -0.375 -0.375Live load (incl. reduction factor)

Vehicle(s) 3.450 -4.982 -3.943 -1.585---------------- -------- -------- -------- --------Total 5.558 -2.873 -6.855 -4.497


53.71 55.21 59.71 61.21


33.35 34.85 39.35 40.8543.35 44.85 49.35 50.85




Slab 11 section b




1 0.000 0.0005 0.0621 0.0003 0.03672 10.792 0.0004 0.0490 0.0003 0.0358

18.708 0.0004 0.0447 0.0003 0.03654 26.625 0.0000 -0.0062 0.0003 0.0283

34.032 -0.0015 -0.1789 0.0001 -0.00286 41.438 -0.0078 -0.7552 -0.0012 -0.1069

49.355 -0.0147 -1.1752 -0.0060 -0.26978 57.272 0.0076 0.7217 -0.0139 -0.438910 64.125 0.0374 3.0317 -0.0135 -0.5573

------------ -------- -------- -------- -------- --------Area -0.0101 -0.8616 -0.1953 -7.0352



Vehicle(s) 1.561 -2.654 -2.045 -1.623---------------- -------- -------- -------- --------Total 3.367 -0.848 -3.250 -2.829


53.71 55.21 59.71 61.21


37.85 39.35 43.85 45.3547.85 49.35 53.85 55.35




Slab 11 section c




1 0.000 0.0012 0.1479 0.0003 0.03492 10.792 0.0012 0.1514 0.0003 0.0360

18.708 0.0013 0.1566 0.0003 0.03734 26.625 0.0013 0.1441 0.0003 0.0353

34.032 0.0011 0.0849 0.0003 0.02436 41.438 -0.0008 -0.1138 -0.0001 -0.0130

49.355 -0.0048 -0.4774 -0.0016 -0.09498 57.272 -0.0019 -0.1953 -0.0038 -0.178910 64.125 0.0048 0.4102 -0.0041 -0.2208

------------ -------- -------- -------- -------- --------Area -0.0001 0.1649 -0.0436 -1.6395


Description Max. Min. Max. mom Min. mom---------------- -------- -------- -------- --------Selfweight 1.283 1.283 0.397 0.397Topping 0.004 0.004 -0.041 -0.041Linear loads 0.218 0.218 -0.080 -0.080Live load (incl. reduction factor)

Vehicle(s) 0.404 -0.908 0.098 -0.549---------------- -------- -------- -------- --------Total 1.909 0.597 0.374 -0.273


11.04 12.54 17.04 18.5421.04 22.54 27.04 28.54


40.19 41.69 46.19 47.6950.19 51.69 56.19 57.69




LOAD ON THE WEBS

WEB S.W.1 5.072 5.013 4.884 4.79




Summary of the results ( Maximum)----------------------Section --- Deadload ---- ----- P.T. ------ --- Live load ---

Moment Ax.Frc Moment Ax.Frc Moment Ax.Frc-------- -------- -------- -------- -------- --------

1 a -3.62 0.38 0.00 0.00 0.75 0.041 b -7.10 0.87 0.00 0.00 0.50 0.151 c -11.87 1.64 0.00 0.00 0.00 0.121 right -13.22 1.88 0.00 0.00 0.01 0.132 left -6.17 2.62 0.00 0.00 -0.17 0.042 a -5.23 2.40 0.00 0.00 0.71 1.262 b -0.39 1.21 0.00 0.00 3.44 -0.282 c 0.23 1.01 0.00 0.00 4.08 -0.812 right -4.44 1.81 0.00 0.00 1.09 0.743 left -4.19 2.08 0.00 0.00 8.08 0.943 a -3.38 1.87 0.00 0.00 7.97 0.793 b 0.39 0.79 0.00 0.00 4.35 0.153 c 0.56 0.67 0.00 0.00 3.78 -0.023 right -4.71 1.53 0.00 0.00 8.42 0.754 left -4.95 1.28 0.00 0.00 1.09 0.674 a -4.08 1.08 0.00 0.00 1.77 0.334 b 0.29 0.02 0.00 0.00 3.84 -0.994 c 0.72 -0.10 0.00 0.00 4.11 -1.044 right -4.68 1.12 0.00 0.00 -0.13 0.015 left -6.87 1.02 0.00 0.00 0.01 0.075 a -5.84 0.83 0.00 0.00 0.01 0.065 b -2.43 0.26 0.00 0.00 0.42 0.075 c -0.33 0.03 0.00 0.00 0.12 0.006 a -0.73 -0.46 0.00 0.00 1.36 -0.766 b -0.25 -0.06 0.00 0.00 1.16 -0.426 c 0.82 1.25 0.00 0.00 0.05 -0.377 a -1.34 0.48 0.00 0.00 0.69 -1.027 b -0.79 0.78 0.00 0.00 0.58 -0.947 c 0.79 1.51 0.00 0.00 0.05 -0.358 top -7.05 -4.04 0.00 0.00 5.80 -1.818 a -6.42 -3.51 0.00 0.00 5.02 -1.598 b -4.22 -1.54 0.00 0.00 2.67 -1.628 c -2.02 0.16 0.00 0.00 0.89 -0.549 top -0.24 -2.88 0.00 0.00 9.35 -2.059 a -0.01 -2.46 0.00 0.00 8.19 -1.779 b 0.81 -0.88 0.00 0.00 4.40 -0.989 c 1.63 0.44 0.00 0.00 0.81 -0.2610 top 0.24 -3.08 0.00 0.00 14.28 -2.0410 a 0.04 -2.64 0.00 0.00 12.46 -1.7510 b -0.70 -1.02 0.00 0.00 6.59 -0.8110 c -1.43 0.37 0.00 0.00 1.28 -0.2811 top 2.19 -3.37 0.00 0.00 4.05 -4.4911 a 2.11 -2.91 0.00 0.00 3.45 -3.9411 b 1.81 -1.21 0.00 0.00 1.56 -2.0411 c 1.50 0.28 0.00 0.00 0.40 0.10




Summary of the results ( Minimum)----------------------Section --- Deadload ---- ----- P.T. ------ --- Live load ---

Moment Ax.Frc Moment Ax.Frc Moment Ax.Frc-------- -------- -------- -------- -------- --------

1 a -3.62 0.38 0.00 0.00 -1.28 0.091 b -7.10 0.87 0.00 0.00 -5.39 0.261 c -11.87 1.64 0.00 0.00 -9.78 0.731 right -13.22 1.88 0.00 0.00 -11.90 0.942 left -6.17 2.62 0.00 0.00 -7.04 0.002 a -5.23 2.40 0.00 0.00 -6.09 -0.342 b -0.39 1.21 0.00 0.00 -0.96 -0.252 c 0.23 1.01 0.00 0.00 -0.85 0.532 right -4.44 1.81 0.00 0.00 -6.34 -1.033 left -4.19 2.08 0.00 0.00 -10.83 0.153 a -3.38 1.87 0.00 0.00 -9.89 0.113 b 0.39 0.79 0.00 0.00 -3.00 0.013 c 0.56 0.67 0.00 0.00 -0.81 0.123 right -4.71 1.53 0.00 0.00 -10.46 0.154 left -4.95 1.28 0.00 0.00 -6.39 -1.304 a -4.08 1.08 0.00 0.00 -4.96 -1.344 b 0.29 0.02 0.00 0.00 -1.00 -0.064 c 0.72 -0.10 0.00 0.00 -0.81 0.474 right -4.68 1.12 0.00 0.00 -6.95 -0.195 left -6.87 1.02 0.00 0.00 -6.52 0.745 a -5.84 0.83 0.00 0.00 -5.03 0.555 b -2.43 0.26 0.00 0.00 -0.44 0.135 c -0.33 0.03 0.00 0.00 -0.02 0.016 a -0.73 -0.46 0.00 0.00 -0.63 0.376 b -0.25 -0.06 0.00 0.00 -0.54 0.366 c 0.82 1.25 0.00 0.00 -0.09 1.527 a -1.34 0.48 0.00 0.00 -1.08 1.947 b -0.79 0.78 0.00 0.00 -0.92 1.927 c 0.79 1.51 0.00 0.00 -0.09 1.538 top -7.05 -4.04 0.00 0.00 -9.58 -4.598 a -6.42 -3.51 0.00 0.00 -8.19 -4.048 b -4.22 -1.54 0.00 0.00 -4.09 -2.098 c -2.02 0.16 0.00 0.00 -0.56 -0.569 top -0.24 -2.88 0.00 0.00 -13.89 -2.259 a -0.01 -2.46 0.00 0.00 -12.11 -1.949 b 0.81 -0.88 0.00 0.00 -6.41 -0.839 c 1.63 0.44 0.00 0.00 -1.25 -0.2910 top 0.24 -3.08 0.00 0.00 -8.99 -2.0010 a 0.04 -2.64 0.00 0.00 -7.88 -1.7310 b -0.70 -1.02 0.00 0.00 -4.23 -0.9510 c -1.43 0.37 0.00 0.00 -0.78 -0.2511 top 2.19 -3.37 0.00 0.00 -5.75 -1.8011 a 2.11 -2.91 0.00 0.00 -4.98 -1.5911 b 1.81 -1.21 0.00 0.00 -2.65 -1.6211 c 1.50 0.28 0.00 0.00 -0.91 -0.55




The calculation of the influence lines has been ended at thefollowing harmonics

slab section moment axial force

1 A 51 511 B 51 511 C 51 511 RIGHT 51 512 LEFT 51 512 A 51 492 B 51 492 C 51 472 RIGHT 51 513 LEFT 51 513 A 51 513 B 51 513 C 51 513 RIGHT 51 514 LEFT 51 514 A 51 514 B 51 494 C 51 434 RIGHT 51 515 LEFT 51 515 A 51 515 B 51 515 C 51 516 A 37 496 B 35 496 C 35 377 A 49 477 B 37 477 C 37 378 TOP 51 518 A 51 518 B 31 518 C 51 519 TOP 51 519 A 51 519 B 31 519 C 49 5110 TOP 51 5110 A 51 5110 B 31 5110 C 49 5111 TOP 51 5111 A 51 5111 B 37 5111 C 51 51




Slab 1 section a appendix

Distance Moment Axial forceLoad at node concentr. u.d.l. concentr. u.d.l.------------ -------- -------- -------- -------- --------

1 0.000 -0.08364 -5.19200 0.00013 0.018612 5.208 0.01250 0.01298 0.00010 0.017863 7.708 0.00220 0.01120 0.00013 0.017514 10.208 0.00030 0.00953 0.00025 0.017165 10.792 0.00010 0.00915 0.00030 0.017086 11.375 -0.00006 0.00876 0.00035 0.017007 16.375 -0.00054 0.00543 0.00046 0.016668 18.708 -0.00043 0.00391 0.00040 0.016739 21.042 -0.00025 0.00249 0.00032 0.0168610 26.042 -0.00004 -0.00035 0.00023 0.0169111 26.625 -0.00003 -0.00067 0.00022 0.0168912 27.208 -0.00003 -0.00099 0.00022 0.0168713 32.208 -0.00001 -0.00321 0.00019 0.0170714 34.032 -0.00001 -0.00370 0.00017 0.0172915 35.855 -0.00002 -0.00390 0.00016 0.0175016 40.855 -0.00002 -0.00391 0.00013 0.0176417 41.438 -0.00002 -0.00390 0.00013 0.0176118 42.022 -0.00003 -0.00389 0.00013 0.0175819 47.022 -0.00003 -0.00376 0.00012 0.0175520 49.355 -0.00003 -0.00369 0.00011 0.0176521 51.688 -0.00003 -0.00361 0.00011 0.0177022 56.688 -0.00002 -0.00350 0.00011 0.0173823 57.272 -0.00002 -0.00350 0.00011 0.0173024 57.855 -0.00002 -0.00349 0.00011 0.0172325 60.355 -0.00002 -0.00345 0.00011 0.0169026 62.855 -0.00002 -0.00342 0.00011 0.0165727 64.125 -0.00002 -0.00340 0.00011 0.01641




Slab 1 section b appendix


1 0.000 -0.11847 -7.67440 0.00049 0.042122 5.208 -0.04661 -2.47338 0.00050 0.040483 7.708 0.01027 0.02340 0.00059 0.039714 10.208 0.00116 0.01988 0.00086 0.038935 10.792 0.00034 0.01908 0.00098 0.038756 11.375 -0.00032 0.01828 0.00110 0.038587 16.375 -0.00194 0.01142 0.00121 0.037878 18.708 -0.00148 0.00829 0.00100 0.038029 21.042 -0.00081 0.00535 0.00076 0.0383210 26.042 -0.00010 -0.00051 0.00051 0.0384311 26.625 -0.00008 -0.00117 0.00051 0.0383812 27.208 -0.00005 -0.00183 0.00050 0.0383313 32.208 0.00001 -0.00646 0.00042 0.0387414 34.032 0.00000 -0.00750 0.00039 0.0391915 35.855 -0.00002 -0.00791 0.00036 0.0396316 40.855 -0.00005 -0.00797 0.00030 0.0399117 41.438 -0.00005 -0.00795 0.00030 0.0398518 42.022 -0.00005 -0.00793 0.00030 0.0397819 47.022 -0.00005 -0.00768 0.00027 0.0396820 49.355 -0.00005 -0.00752 0.00025 0.0398821 51.688 -0.00005 -0.00736 0.00025 0.0399822 56.688 -0.00005 -0.00714 0.00025 0.0392823 57.272 -0.00005 -0.00712 0.00025 0.0391224 57.855 -0.00005 -0.00710 0.00025 0.0389525 60.355 -0.00005 -0.00703 0.00025 0.0382326 62.855 -0.00005 -0.00696 0.00026 0.0375327 64.125 -0.00005 -0.00693 0.00026 0.03717




Slab 1 section c appendix


1 0.000 -0.14471-10.11912 0.00156 0.079512 5.208 -0.08439 -4.92975 0.00186 0.076543 7.708 -0.04709 -2.43881 0.00222 0.075134 10.208 0.00638 0.05237 0.00290 0.073745 10.792 0.00159 0.05022 0.00316 0.073426 11.375 -0.00200 0.04809 0.00341 0.073107 16.375 -0.00898 0.03005 0.00299 0.071828 18.708 -0.00649 0.02184 0.00227 0.072119 21.042 -0.00336 0.01410 0.00160 0.0726710 26.042 -0.00035 -0.00139 0.00098 0.0728711 26.625 -0.00024 -0.00314 0.00096 0.0727712 27.208 -0.00014 -0.00486 0.00094 0.0726713 32.208 0.00014 -0.01715 0.00079 0.0733514 34.032 0.00009 -0.01993 0.00073 0.0741415 35.855 0.00001 -0.02105 0.00068 0.0749116 40.855 -0.00013 -0.02127 0.00058 0.0753817 41.438 -0.00013 -0.02122 0.00058 0.0752618 42.022 -0.00014 -0.02118 0.00057 0.0751319 47.022 -0.00015 -0.02053 0.00052 0.0749120 49.355 -0.00015 -0.02011 0.00049 0.0752521 51.688 -0.00014 -0.01969 0.00048 0.0754122 56.688 -0.00013 -0.01907 0.00048 0.0741223 57.272 -0.00013 -0.01902 0.00048 0.0738224 57.855 -0.00013 -0.01898 0.00048 0.0735225 60.355 -0.00013 -0.01878 0.00049 0.0722326 62.855 -0.00013 -0.01859 0.00050 0.0709527 64.125 -0.00013 -0.01849 0.00050 0.07030




Slab 1 section right appendix


1 0.000 -0.15134-10.68240 0.00201 0.090692 5.208 -0.09345 -5.49727 0.00250 0.087343 7.708 -0.05919 -3.00839 0.00301 0.085754 10.208 -0.01228 -0.51933 0.00390 0.084185 10.792 0.00254 0.06158 0.00422 0.083816 11.375 -0.00295 0.05895 0.00449 0.083467 16.375 -0.01276 0.03685 0.00370 0.082018 18.708 -0.00910 0.02680 0.00274 0.082349 21.042 -0.00464 0.01732 0.00189 0.0829710 26.042 -0.00047 -0.00167 0.00112 0.0832011 26.625 -0.00030 -0.00381 0.00110 0.0830812 27.208 -0.00017 -0.00593 0.00108 0.0829813 32.208 0.00021 -0.02101 0.00090 0.0837214 34.032 0.00014 -0.02443 0.00083 0.0846115 35.855 0.00003 -0.02581 0.00078 0.0854716 40.855 -0.00015 -0.02610 0.00067 0.0859917 41.438 -0.00016 -0.02605 0.00066 0.0858518 42.022 -0.00017 -0.02600 0.00065 0.0857019 47.022 -0.00019 -0.02521 0.00059 0.0854520 49.355 -0.00018 -0.02469 0.00057 0.0858321 51.688 -0.00017 -0.02418 0.00055 0.0860022 56.688 -0.00016 -0.02341 0.00055 0.0845423 57.272 -0.00016 -0.02335 0.00055 0.0842024 57.855 -0.00016 -0.02329 0.00055 0.0838625 60.355 -0.00016 -0.02305 0.00056 0.0824026 62.855 -0.00016 -0.02281 0.00057 0.0809627 64.125 -0.00016 -0.02270 0.00057 0.08023




Slab 2 section left appendix


1 0.000 -0.03842 -1.72796 0.01752 1.300342 5.208 -0.01852 0.04120 0.01325 0.858743 7.708 -0.00546 0.89027 0.01104 0.646784 10.208 0.01496 1.73939 0.00826 0.434825 10.792 0.02205 1.93757 0.00740 0.385356 11.375 0.00880 1.55469 0.00648 0.336107 16.375 -0.03852 -1.27150 0.00050 -0.043368 18.708 -0.04024 -2.06484 -0.00125 -0.161739 21.042 -0.03345 -2.23315 -0.00192 -0.2002410 26.042 -0.01888 -1.69467 -0.00151 -0.1497511 26.625 -0.01749 -1.60135 -0.00138 -0.1381612 27.208 -0.01614 -1.50724 -0.00124 -0.1263513 32.208 -0.00693 -0.76768 -0.00028 -0.0326014 34.032 -0.00472 -0.56025 -0.00005 -0.0059315 35.855 -0.00352 -0.43034 0.00008 0.0108716 40.855 -0.00207 -0.25518 0.00020 0.0327017 41.438 -0.00198 -0.24387 0.00021 0.0339618 42.022 -0.00189 -0.23308 0.00022 0.0351519 47.022 -0.00128 -0.16027 0.00025 0.0440920 49.355 -0.00115 -0.14229 0.00024 0.0469021 51.688 -0.00113 -0.13606 0.00023 0.0481222 56.688 -0.00109 -0.12634 0.00024 0.0484623 57.272 -0.00108 -0.12445 0.00024 0.0484224 57.855 -0.00106 -0.12250 0.00025 0.0483825 60.355 -0.00100 -0.11419 0.00027 0.0482226 62.855 -0.00093 -0.10592 0.00028 0.0480727 64.125 -0.00090 -0.10173 0.00029 0.04800






1 0.000 -0.03217 -1.63665 0.01637 1.236562 5.208 -0.01293 0.03229 0.01201 0.806043 7.708 -0.00124 0.83328 0.00973 0.599394 10.208 0.01494 1.63428 0.00693 0.392745 10.792 0.02001 1.82122 0.00610 0.344536 11.375 0.02613 2.01051 0.00524 0.296527 16.375 -0.03193 -0.91942 -0.00018 -0.072658 18.708 -0.03581 -1.76450 -0.00171 -0.186479 21.042 -0.03032 -1.98350 -0.00221 -0.2205010 26.042 -0.01727 -1.54301 -0.00159 -0.1601411 26.625 -0.01601 -1.46017 -0.00144 -0.1473512 27.208 -0.01479 -1.37644 -0.00129 -0.1343613 32.208 -0.00650 -0.71844 -0.00024 -0.0310714 34.032 -0.00452 -0.53383 0.00002 -0.0016215 35.855 -0.00344 -0.41811 0.00014 0.0169616 40.855 -0.00213 -0.26161 0.00027 0.0411417 41.438 -0.00205 -0.25146 0.00028 0.0425218 42.022 -0.00196 -0.24176 0.00029 0.0438419 47.022 -0.00140 -0.17608 0.00032 0.0537220 49.355 -0.00128 -0.15962 0.00031 0.0568421 51.688 -0.00126 -0.15361 0.00030 0.0582022 56.688 -0.00123 -0.14406 0.00030 0.0585123 57.272 -0.00121 -0.14228 0.00031 0.0584624 57.855 -0.00120 -0.14045 0.00031 0.0584025 60.355 -0.00114 -0.13265 0.00033 0.0581626 62.855 -0.00108 -0.12489 0.00035 0.0579427 64.125 -0.00105 -0.12096 0.00036 0.05783






1 0.000 -0.01345 -0.95521 0.00912 0.721982 5.208 -0.00397 -0.12330 0.00529 0.385783 7.708 0.00095 0.27607 0.00333 0.224414 10.208 0.00630 0.67548 0.00120 0.063045 10.792 0.00764 0.76869 0.00067 0.025386 11.375 0.00906 0.86385 0.00014 -0.012087 16.375 0.03830 2.06795 -0.00317 -0.293618 18.708 0.00358 0.78945 -0.00385 -0.368299 21.042 -0.00361 0.14568 -0.00364 -0.3637410 26.042 -0.00347 -0.23518 -0.00186 -0.2186711 26.625 -0.00331 -0.24010 -0.00159 -0.1957512 27.208 -0.00316 -0.24338 -0.00131 -0.1726113 32.208 -0.00265 -0.27063 0.00051 0.0126214 34.032 -0.00261 -0.27875 0.00088 0.0660315 35.855 -0.00259 -0.28365 0.00104 0.1000916 40.855 -0.00248 -0.28756 0.00113 0.1444217 41.438 -0.00246 -0.28742 0.00114 0.1468818 42.022 -0.00245 -0.28723 0.00115 0.1492019 47.022 -0.00232 -0.28361 0.00116 0.1670920 49.355 -0.00226 -0.28058 0.00112 0.1729321 51.688 -0.00223 -0.27687 0.00109 0.1754122 56.688 -0.00218 -0.26945 0.00109 0.1750923 57.272 -0.00217 -0.26869 0.00110 0.1748124 57.855 -0.00217 -0.26795 0.00111 0.1745125 60.355 -0.00215 -0.26476 0.00115 0.1732726 62.855 -0.00213 -0.26158 0.00119 0.1720627 64.125 -0.00212 -0.25997 0.00120 0.17145






1 0.000 -0.00827 -0.65930 0.00654 0.498402 5.208 -0.00340 -0.21304 0.00319 0.205843 7.708 -0.00098 0.00127 0.00149 0.065414 10.208 0.00150 0.21564 -0.00031 -0.075015 10.792 0.00209 0.26568 -0.00075 -0.107786 11.375 0.00270 0.31749 -0.00119 -0.140367 16.375 0.01482 1.12196 -0.00392 -0.381118 18.708 0.03974 1.97717 -0.00439 -0.437469 21.042 0.01497 1.13692 -0.00398 -0.4148110 26.042 0.00339 0.37679 -0.00175 -0.2301711 26.625 0.00286 0.33138 -0.00141 -0.2025312 27.208 0.00235 0.28795 -0.00106 -0.1746813 32.208 -0.00116 -0.05576 0.00108 0.0488714 34.032 -0.00196 -0.15303 0.00149 0.1135715 35.855 -0.00233 -0.21390 0.00163 0.1549616 40.855 -0.00260 -0.29256 0.00168 0.2088017 41.438 -0.00262 -0.29710 0.00169 0.2117418 42.022 -0.00263 -0.30137 0.00170 0.2145219 47.022 -0.00268 -0.32696 0.00169 0.2361320 49.355 -0.00266 -0.33037 0.00163 0.2432721 51.688 -0.00262 -0.32792 0.00159 0.2462922 56.688 -0.00258 -0.32176 0.00159 0.2454923 57.272 -0.00258 -0.32150 0.00160 0.2450624 57.855 -0.00258 -0.32128 0.00161 0.2446225 60.355 -0.00257 -0.32033 0.00166 0.2427526 62.855 -0.00257 -0.31938 0.00170 0.2409227 64.125 -0.00257 -0.31890 0.00173 0.23999






1 0.000 0.00730 0.43252 -0.00085 -0.193772 5.208 -0.00314 -0.44135 -0.00249 -0.339343 7.708 -0.00850 -0.86055 -0.00330 -0.409234 10.208 -0.01423 -1.27962 -0.00412 -0.479115 10.792 -0.01565 -1.37739 -0.00432 -0.495426 11.375 -0.01711 -1.47401 -0.00451 -0.511577 16.375 -0.03213 -2.03694 -0.00515 -0.614578 18.708 -0.03882 -1.86678 -0.00448 -0.608629 21.042 -0.03655 -1.04651 -0.00286 -0.5242610 26.042 0.01231 1.89025 0.00224 -0.2048311 26.625 0.02563 2.28889 0.00301 -0.1611412 27.208 0.01851 2.10721 0.00373 -0.1172413 32.208 -0.00549 0.66920 0.00580 0.2377314 34.032 -0.00683 0.26120 0.00562 0.3416515 35.855 -0.00576 0.00330 0.00510 0.4088416 40.855 -0.00375 -0.34182 0.00426 0.4964417 41.438 -0.00371 -0.36311 0.00424 0.5010918 42.022 -0.00369 -0.38330 0.00423 0.5054819 47.022 -0.00399 -0.51400 0.00408 0.5404420 49.355 -0.00415 -0.54109 0.00397 0.5524521 51.688 -0.00423 -0.54360 0.00389 0.5575122 56.688 -0.00431 -0.54177 0.00389 0.5546423 57.272 -0.00433 -0.54318 0.00391 0.5535924 57.855 -0.00435 -0.54470 0.00393 0.5525125 60.355 -0.00443 -0.55119 0.00400 0.5479526 62.855 -0.00450 -0.55762 0.00407 0.5434527 64.125 -0.00454 -0.56087 0.00411 0.54118






1 0.000 0.02437 2.76547 0.00205 0.172132 5.208 0.02519 2.97333 0.00181 0.161583 7.708 0.02544 3.07421 0.00171 0.156624 10.208 0.02550 3.17577 0.00161 0.151725 10.792 0.02547 3.19956 0.00160 0.150596 11.375 0.02542 3.22306 0.00158 0.149327 16.375 0.02184 3.38520 0.00224 0.118138 18.708 0.01805 3.46002 0.00317 0.093059 21.042 0.01615 3.58066 0.00416 0.0693110 26.042 0.03188 3.98764 0.00464 0.0454811 26.625 0.03798 4.04544 0.00428 0.0452612 27.208 0.02367 3.52184 0.00387 0.0452213 32.208 -0.03267 -0.63470 0.00170 0.0504014 34.032 -0.03787 -1.81773 0.00115 0.0543815 35.855 -0.03675 -2.56370 0.00076 0.0585016 40.855 -0.03256 -3.53839 0.00035 0.0646517 41.438 -0.03241 -3.59512 0.00035 0.0647418 42.022 -0.03229 -3.64845 0.00036 0.0648619 47.022 -0.03210 -3.97108 0.00030 0.0753020 49.355 -0.03202 -4.01682 0.00023 0.0851221 51.688 -0.03183 -3.98946 0.00018 0.0942922 56.688 -0.03153 -3.91678 0.00023 0.1011123 57.272 -0.03153 -3.91381 0.00025 0.1006824 57.855 -0.03154 -3.91123 0.00027 0.1001925 60.355 -0.03155 -3.90012 0.00035 0.0981426 62.855 -0.03155 -3.88898 0.00043 0.0961427 64.125 -0.03155 -3.88331 0.00048 0.09514






1 0.000 0.02216 2.52678 0.00192 0.160332 5.208 0.02296 2.72249 0.00168 0.150223 7.708 0.02324 2.81750 0.00158 0.145484 10.208 0.02340 2.91315 0.00148 0.140815 10.792 0.02341 2.93556 0.00145 0.139736 11.375 0.02339 2.95767 0.00144 0.138527 16.375 0.02104 3.10757 0.00197 0.108278 18.708 0.01866 3.17690 0.00272 0.083849 21.042 0.01801 3.29307 0.00349 0.0606710 26.042 0.03058 3.69336 0.00360 0.0372911 26.625 0.03461 3.75057 0.00327 0.0370612 27.208 0.03968 3.80988 0.00292 0.0370013 32.208 -0.02676 -0.34523 0.00122 0.0415514 34.032 -0.03341 -1.52533 0.00081 0.0451315 35.855 -0.03313 -2.26804 0.00053 0.0488516 40.855 -0.02986 -3.23875 0.00025 0.0543417 41.438 -0.02975 -3.29564 0.00026 0.0544118 42.022 -0.02968 -3.34918 0.00027 0.0545219 47.022 -0.02976 -3.67530 0.00024 0.0653520 49.355 -0.02974 -3.72392 0.00017 0.0756921 51.688 -0.02956 -3.70037 0.00012 0.0854822 56.688 -0.02928 -3.63629 0.00016 0.0932023 57.272 -0.02929 -3.63428 0.00018 0.0928324 57.855 -0.02930 -3.63265 0.00020 0.0923925 60.355 -0.02933 -3.62563 0.00029 0.0905626 62.855 -0.02934 -3.61857 0.00038 0.0888027 64.125 -0.02935 -3.61497 0.00042 0.08791






1 0.000 0.00370 0.36226 0.00110 0.089702 5.208 0.00423 0.47412 0.00087 0.083273 7.708 0.00447 0.52851 0.00076 0.080334 10.208 0.00469 0.58332 0.00064 0.077465 10.792 0.00473 0.59617 0.00062 0.076816 11.375 0.00477 0.60869 0.00059 0.076047 16.375 0.00440 0.67360 0.00064 0.053678 18.708 0.00414 0.70569 0.00080 0.034829 21.042 0.00479 0.79372 0.00091 0.0165810 26.042 0.00987 1.15930 0.00055 -0.0025311 26.625 0.01083 1.21426 0.00042 -0.0028212 27.208 0.01188 1.27177 0.00029 -0.0030013 32.208 0.03883 2.15481 -0.00023 -0.0031014 34.032 0.00829 1.00830 -0.00031 -0.0025315 35.855 -0.00097 0.30039 -0.00033 -0.0018416 40.855 -0.00620 -0.62523 -0.00015 -0.0011217 41.438 -0.00652 -0.68283 -0.00009 -0.0011918 42.022 -0.00684 -0.73754 -0.00002 -0.0011719 47.022 -0.00929 -1.08905 0.00013 0.0136320 49.355 -0.00978 -1.16125 0.00004 0.0286721 51.688 -0.00974 -1.17015 -0.00006 0.0438422 56.688 -0.00959 -1.18047 -0.00005 0.0592323 57.272 -0.00962 -1.18681 -0.00003 0.0593224 57.855 -0.00966 -1.19351 0.00000 0.0593025 60.355 -0.00982 -1.22205 0.00010 0.0592926 62.855 -0.00997 -1.25041 0.00020 0.0593327 64.125 -0.01005 -1.26478 0.00025 0.05937






1 0.000 -0.00311 -0.45153 0.00091 0.075932 5.208 -0.00270 -0.36737 0.00069 0.070833 7.708 -0.00251 -0.32640 0.00059 0.068524 10.208 -0.00232 -0.28509 0.00048 0.066305 10.792 -0.00228 -0.27540 0.00045 0.065806 11.375 -0.00224 -0.26605 0.00043 0.065207 16.375 -0.00248 -0.22907 0.00042 0.045658 18.708 -0.00261 -0.20887 0.00053 0.028829 21.042 -0.00203 -0.12904 0.00060 0.0123710 26.042 0.00167 0.22881 0.00029 -0.0051311 26.625 0.00229 0.28355 0.00020 -0.0054512 27.208 0.00295 0.34102 0.00010 -0.0056613 32.208 0.01712 1.24447 -0.00031 -0.0072814 34.032 0.03793 1.93685 -0.00038 -0.0076915 35.855 0.01711 1.24403 -0.00039 -0.0079916 40.855 0.00294 0.33952 -0.00011 -0.0087917 41.438 0.00228 0.28197 -0.00003 -0.0089018 42.022 0.00166 0.22715 0.00006 -0.0089019 47.022 -0.00205 -0.13132 0.00028 0.0074920 49.355 -0.00264 -0.21137 0.00016 0.0243221 51.688 -0.00251 -0.23177 0.00003 0.0414922 56.688 -0.00227 -0.26915 0.00000 0.0596923 57.272 -0.00231 -0.27856 0.00003 0.0599324 57.855 -0.00235 -0.28830 0.00005 0.0600625 60.355 -0.00254 -0.32988 0.00016 0.0606826 62.855 -0.00273 -0.37124 0.00027 0.0613527 64.125 -0.00283 -0.39219 0.00032 0.06170






1 0.000 -0.03021 -3.71012 0.00076 0.081192 5.208 -0.03028 -3.73654 0.00059 0.081913 7.708 -0.03030 -3.74919 0.00051 0.082414 10.208 -0.03030 -3.76181 0.00042 0.083005 10.792 -0.03029 -3.76475 0.00040 0.083156 11.375 -0.03029 -3.76807 0.00038 0.083257 16.375 -0.03063 -3.84352 0.00031 0.075208 18.708 -0.03084 -3.87205 0.00034 0.066349 21.042 -0.03093 -3.82748 0.00037 0.0568610 26.042 -0.03116 -3.50762 0.00035 0.0453911 26.625 -0.03128 -3.45464 0.00034 0.0449812 27.208 -0.03144 -3.39826 0.00033 0.0446013 32.208 -0.03566 -2.42642 0.00061 0.0363014 34.032 -0.03678 -1.68114 0.00093 0.0315615 35.855 -0.03158 -0.49841 0.00141 0.0269516 40.855 0.02476 3.65889 0.00343 0.0195517 41.438 0.03908 4.18267 0.00383 0.0192718 42.022 0.03298 4.12505 0.00419 0.0191919 47.022 0.01727 3.71961 0.00361 0.0420020 49.355 0.01918 3.59968 0.00258 0.0661021 51.688 0.02298 3.52565 0.00161 0.0915122 56.688 0.02659 3.36544 0.00092 0.1213223 57.272 0.02664 3.34219 0.00094 0.1222224 57.855 0.02667 3.31864 0.00096 0.1229825 60.355 0.02664 3.21804 0.00105 0.1262726 62.855 0.02646 3.11786 0.00115 0.1295927 64.125 0.02635 3.06706 0.00120 0.13128






1 0.000 -0.00460 -0.56507 0.00419 0.502822 5.208 -0.00447 -0.55245 0.00406 0.509093 7.708 -0.00440 -0.54627 0.00399 0.512274 10.208 -0.00432 -0.54002 0.00392 0.515545 10.792 -0.00430 -0.53855 0.00390 0.516326 11.375 -0.00428 -0.53719 0.00388 0.517077 16.375 -0.00420 -0.53943 0.00387 0.519038 18.708 -0.00413 -0.53710 0.00392 0.514429 21.042 -0.00396 -0.51016 0.00399 0.5028710 26.042 -0.00366 -0.37978 0.00407 0.4672211 26.625 -0.00368 -0.35963 0.00408 0.4625812 27.208 -0.00373 -0.33837 0.00409 0.4576713 32.208 -0.00574 0.00668 0.00480 0.3683214 34.032 -0.00682 0.26471 0.00525 0.3006315 35.855 -0.00549 0.67292 0.00536 0.1961616 40.855 0.01850 2.11162 0.00315 -0.1610417 41.438 0.02562 2.29338 0.00242 -0.2052618 42.022 0.01230 1.89482 0.00164 -0.2492619 47.022 -0.03658 -1.04100 -0.00356 -0.5697920 49.355 -0.03886 -1.86070 -0.00524 -0.6537921 51.688 -0.03217 -2.03030 -0.00594 -0.6594422 56.688 -0.01712 -1.46662 -0.00533 -0.5579823 57.272 -0.01566 -1.36995 -0.00514 -0.5422324 57.855 -0.01424 -1.27214 -0.00495 -0.5263225 60.355 -0.00845 -0.85289 -0.00412 -0.4581526 62.855 -0.00297 -0.43354 -0.00331 -0.3899827 64.125 -0.00024 -0.22049 -0.00291 -0.35535






1 0.000 -0.00436 -0.53796 0.00396 0.475762 5.208 -0.00424 -0.52637 0.00383 0.481583 7.708 -0.00418 -0.52071 0.00376 0.484534 10.208 -0.00411 -0.51497 0.00369 0.487585 10.792 -0.00409 -0.51362 0.00367 0.488316 11.375 -0.00408 -0.51238 0.00366 0.489017 16.375 -0.00404 -0.51499 0.00364 0.490798 18.708 -0.00401 -0.51318 0.00370 0.486339 21.042 -0.00388 -0.48836 0.00377 0.4751810 26.042 -0.00350 -0.36686 0.00383 0.4405811 26.625 -0.00348 -0.34803 0.00383 0.4360812 27.208 -0.00347 -0.32816 0.00383 0.4313013 32.208 -0.00417 -0.00509 0.00438 0.3446214 34.032 -0.00420 0.23710 0.00468 0.2789315 35.855 -0.00207 0.62089 0.00463 0.1774516 40.855 0.01828 1.97509 0.00208 -0.1698617 41.438 0.02325 2.14626 0.00139 -0.2128818 42.022 0.02925 2.32049 0.00066 -0.2556919 47.022 -0.03035 -0.71470 -0.00401 -0.5661920 49.355 -0.03469 -1.58544 -0.00546 -0.6456121 51.688 -0.02926 -1.80680 -0.00599 -0.6466622 56.688 -0.01578 -1.34630 -0.00516 -0.5350523 57.272 -0.01446 -1.26083 -0.00495 -0.5180824 57.855 -0.01317 -1.17417 -0.00473 -0.5009625 60.355 -0.00796 -0.80271 -0.00383 -0.4276026 62.855 -0.00305 -0.43115 -0.00295 -0.3542427 64.125 -0.00060 -0.24237 -0.00251 -0.31697






1 0.000 -0.00298 -0.37008 0.00228 0.277512 5.208 -0.00295 -0.36779 0.00218 0.280043 7.708 -0.00293 -0.36666 0.00213 0.281374 10.208 -0.00291 -0.36551 0.00207 0.282765 10.792 -0.00291 -0.36524 0.00206 0.283096 11.375 -0.00291 -0.36503 0.00205 0.283417 16.375 -0.00295 -0.37018 0.00204 0.283828 18.708 -0.00298 -0.37147 0.00208 0.280579 21.042 -0.00297 -0.36167 0.00212 0.2724610 26.042 -0.00275 -0.30691 0.00210 0.2464911 26.625 -0.00271 -0.29819 0.00208 0.2430412 27.208 -0.00268 -0.28895 0.00207 0.2393913 32.208 -0.00209 -0.13531 0.00200 0.1747114 34.032 -0.00138 -0.01830 0.00183 0.1256915 35.855 0.00022 0.16835 0.00135 0.0493816 40.855 0.00790 0.82903 -0.00125 -0.2139917 41.438 0.00911 0.91265 -0.00167 -0.2467918 42.022 0.01042 0.99859 -0.00210 -0.2793819 47.022 0.03881 2.13846 -0.00491 -0.5042620 49.355 0.00387 0.84147 -0.00558 -0.5446021 51.688 -0.00342 0.18668 -0.00537 -0.5062622 56.688 -0.00350 -0.21814 -0.00319 -0.3074123 57.272 -0.00338 -0.22659 -0.00282 -0.2800224 57.855 -0.00327 -0.23345 -0.00245 -0.2524625 60.355 -0.00302 -0.26281 -0.00092 -0.1343526 62.855 -0.00296 -0.29211 0.00054 -0.0162427 64.125 -0.00296 -0.30698 0.00127 0.04375






1 0.000 -0.00246 -0.30431 0.00165 0.202312 5.208 -0.00247 -0.30652 0.00157 0.203633 7.708 -0.00247 -0.30758 0.00152 0.204354 10.208 -0.00247 -0.30864 0.00148 0.205115 10.792 -0.00247 -0.30889 0.00147 0.205306 11.375 -0.00247 -0.30917 0.00146 0.205487 16.375 -0.00252 -0.31555 0.00145 0.205378 18.708 -0.00256 -0.31811 0.00148 0.202629 21.042 -0.00258 -0.31479 0.00151 0.1958110 26.042 -0.00253 -0.28942 0.00146 0.1736711 26.625 -0.00252 -0.28518 0.00145 0.1707112 27.208 -0.00251 -0.28066 0.00143 0.1675713 32.208 -0.00224 -0.20222 0.00128 0.1127714 34.032 -0.00187 -0.14142 0.00109 0.0712815 35.855 -0.00107 -0.04420 0.00061 0.0064916 40.855 0.00245 0.29944 -0.00166 -0.2180817 41.438 0.00295 0.34287 -0.00201 -0.2461318 42.022 0.00348 0.38828 -0.00236 -0.2739719 47.022 0.01507 1.14836 -0.00469 -0.4590320 49.355 0.03984 1.98862 -0.00516 -0.4812221 51.688 0.01492 1.13342 -0.00474 -0.4245222 56.688 0.00280 0.32890 -0.00201 -0.1848223 57.272 0.00218 0.27709 -0.00156 -0.1525224 57.855 0.00159 0.22706 -0.00111 -0.1200625 60.355 -0.00090 0.01265 0.00072 0.0190726 62.855 -0.00335 -0.20171 0.00247 0.1582027 64.125 -0.00458 -0.31060 0.00333 0.22888






1 0.000 -0.00060 -0.06727 0.00012 0.016802 5.208 -0.00074 -0.08426 0.00009 0.015523 7.708 -0.00081 -0.09252 0.00008 0.014924 10.208 -0.00088 -0.10083 0.00006 0.014325 10.792 -0.00089 -0.10278 0.00006 0.014186 11.375 -0.00091 -0.10467 0.00006 0.014047 16.375 -0.00095 -0.11440 0.00005 0.012998 18.708 -0.00097 -0.12064 0.00005 0.011909 21.042 -0.00110 -0.13864 0.00005 0.0093010 26.042 -0.00171 -0.21156 -0.00002 0.0001311 26.625 -0.00180 -0.22237 -0.00004 -0.0011612 27.208 -0.00190 -0.23370 -0.00005 -0.0025113 32.208 -0.00334 -0.40926 -0.00024 -0.0244214 34.032 -0.00454 -0.53945 -0.00040 -0.0409415 35.855 -0.00675 -0.74721 -0.00067 -0.0673116 40.855 -0.01593 -1.48764 -0.00172 -0.1609117 41.438 -0.01728 -1.58184 -0.00186 -0.1727818 42.022 -0.01866 -1.67524 -0.00200 -0.1844419 47.022 -0.03316 -2.21480 -0.00254 -0.2347820 49.355 -0.03988 -2.04713 -0.00196 -0.1958721 51.688 -0.03812 -1.25442 -0.00028 -0.0772222 56.688 0.00903 1.57096 0.00578 0.3017123 57.272 0.02222 1.95378 0.00674 0.3508024 57.855 0.01505 1.75559 0.00766 0.4000925 60.355 -0.00595 0.90627 0.01062 0.6113326 62.855 -0.02065 0.05701 0.01312 0.8225627 64.125 -0.02741 -0.37443 0.01437 0.92987






1 0.000 -0.00015 -0.01978 0.00035 0.043202 5.208 -0.00015 -0.02020 0.00034 0.044613 7.708 -0.00015 -0.02041 0.00034 0.045314 10.208 -0.00015 -0.02063 0.00033 0.046025 10.792 -0.00015 -0.02069 0.00033 0.046196 11.375 -0.00015 -0.02074 0.00033 0.046357 16.375 -0.00016 -0.02146 0.00033 0.047138 18.708 -0.00017 -0.02194 0.00034 0.047099 21.042 -0.00017 -0.02242 0.00035 0.0469410 26.042 -0.00015 -0.02312 0.00038 0.0470111 26.625 -0.00014 -0.02317 0.00038 0.0470712 27.208 -0.00014 -0.02321 0.00039 0.0471213 32.208 0.00004 -0.02290 0.00043 0.0466214 34.032 0.00015 -0.02163 0.00045 0.0460715 35.855 0.00021 -0.01855 0.00047 0.0455016 40.855 -0.00015 -0.00507 0.00057 0.0448317 41.438 -0.00028 -0.00318 0.00058 0.0448618 42.022 -0.00044 -0.00127 0.00060 0.0448919 47.022 -0.00448 0.01567 0.00125 0.0447020 49.355 -0.00883 0.02412 0.00201 0.0444221 51.688 -0.01245 0.03305 0.00290 0.0443022 56.688 -0.00300 0.05267 0.00375 0.0450123 57.272 0.00238 0.05501 0.00351 0.0451724 57.855 -0.01258 -0.52609 0.00323 0.0453425 60.355 -0.06060 -3.01640 0.00244 0.0460426 62.855 -0.09787 -5.50656 0.00199 0.0467527 64.125 -0.11554 -6.77157 0.00183 0.04711






1 0.000 -0.00012 -0.01572 0.00029 0.035172 5.208 -0.00012 -0.01605 0.00028 0.036333 7.708 -0.00012 -0.01622 0.00027 0.036904 10.208 -0.00012 -0.01640 0.00027 0.037495 10.792 -0.00012 -0.01644 0.00027 0.037626 11.375 -0.00012 -0.01649 0.00027 0.037767 16.375 -0.00012 -0.01705 0.00027 0.038398 18.708 -0.00013 -0.01743 0.00028 0.038369 21.042 -0.00013 -0.01781 0.00029 0.0382310 26.042 -0.00012 -0.01837 0.00031 0.0382811 26.625 -0.00012 -0.01841 0.00031 0.0383312 27.208 -0.00011 -0.01845 0.00031 0.0383713 32.208 0.00002 -0.01821 0.00035 0.0379514 34.032 0.00010 -0.01721 0.00037 0.0375015 35.855 0.00014 -0.01478 0.00039 0.0370216 40.855 -0.00012 -0.00410 0.00046 0.0364617 41.438 -0.00022 -0.00260 0.00047 0.0364918 42.022 -0.00033 -0.00109 0.00049 0.0365119 47.022 -0.00321 0.01233 0.00099 0.0363520 49.355 -0.00623 0.01903 0.00157 0.0361321 51.688 -0.00866 0.02612 0.00222 0.0360422 56.688 -0.00204 0.04167 0.00269 0.0366223 57.272 0.00143 0.04352 0.00248 0.0367524 57.855 0.00608 0.04537 0.00226 0.0368825 60.355 -0.04851 -2.44707 0.00168 0.0374626 62.855 -0.08892 -4.93928 0.00136 0.0380527 64.125 -0.10772 -6.20533 0.00124 0.03835






1 0.000 -0.00003 -0.00446 0.00009 0.011202 5.208 -0.00003 -0.00456 0.00009 0.011583 7.708 -0.00003 -0.00460 0.00009 0.011774 10.208 -0.00003 -0.00465 0.00009 0.011975 10.792 -0.00003 -0.00467 0.00009 0.012016 11.375 -0.00003 -0.00468 0.00008 0.012067 16.375 -0.00003 -0.00484 0.00008 0.012278 18.708 -0.00004 -0.00494 0.00009 0.012259 21.042 -0.00004 -0.00505 0.00009 0.0122010 26.042 -0.00003 -0.00521 0.00010 0.0122111 26.625 -0.00003 -0.00522 0.00010 0.0122312 27.208 -0.00003 -0.00523 0.00010 0.0122413 32.208 -0.00001 -0.00518 0.00011 0.0120914 34.032 0.00001 -0.00490 0.00012 0.0119315 35.855 0.00002 -0.00423 0.00012 0.0117616 40.855 -0.00004 -0.00125 0.00014 0.0115617 41.438 -0.00005 -0.00084 0.00015 0.0115718 42.022 -0.00008 -0.00041 0.00015 0.0115819 47.022 -0.00064 0.00334 0.00029 0.0115320 49.355 -0.00118 0.00522 0.00044 0.0114621 51.688 -0.00158 0.00721 0.00059 0.0114322 56.688 -0.00034 0.01157 0.00056 0.0116323 57.272 0.00019 0.01207 0.00048 0.0116724 57.855 0.00085 0.01258 0.00041 0.0117125 60.355 0.00864 0.01484 0.00024 0.0119126 62.855 -0.05249 -2.48324 0.00017 0.0121027 64.125 -0.07784 -3.75215 0.00014 0.01220






1 0.000 -0.00001 -0.00086 0.00001 0.001122 5.208 -0.00001 -0.00088 0.00001 0.001163 7.708 -0.00001 -0.00089 0.00001 0.001184 10.208 -0.00001 -0.00090 0.00001 0.001205 10.792 -0.00001 -0.00090 0.00001 0.001216 11.375 -0.00001 -0.00090 0.00001 0.001217 16.375 -0.00001 -0.00093 0.00001 0.001238 18.708 -0.00001 -0.00095 0.00001 0.001239 21.042 -0.00001 -0.00097 0.00001 0.0012310 26.042 -0.00001 -0.00100 0.00001 0.0012311 26.625 -0.00001 -0.00100 0.00001 0.0012312 27.208 -0.00001 -0.00101 0.00001 0.0012313 32.208 0.00000 -0.00100 0.00001 0.0012114 34.032 0.00000 -0.00095 0.00001 0.0012015 35.855 0.00000 -0.00082 0.00001 0.0011816 40.855 -0.00001 -0.00027 0.00001 0.0011517 41.438 -0.00001 -0.00019 0.00001 0.0011618 42.022 -0.00001 -0.00012 0.00001 0.0011619 47.022 -0.00009 0.00058 0.00003 0.0011520 49.355 -0.00016 0.00093 0.00004 0.0011421 51.688 -0.00020 0.00131 0.00006 0.0011422 56.688 -0.00005 0.00212 0.00004 0.0011623 57.272 0.00000 0.00221 0.00003 0.0011724 57.855 0.00007 0.00231 0.00002 0.0011725 60.355 0.00080 0.00271 0.00000 0.0011926 62.855 0.00619 0.00319 0.00000 0.0012127 64.125 -0.03242 -1.26684 0.00000 0.00122






1 0.000 0.00767 0.69709 -0.01394 -1.140412 5.208 0.00675 0.61722 -0.00902 -0.713583 7.708 0.00620 0.57891 -0.00632 -0.508694 10.208 0.00547 0.54062 -0.00313 -0.303795 10.792 0.00526 0.53169 -0.00228 -0.255976 11.375 0.00504 0.52195 -0.00142 -0.208367 16.375 0.00256 0.31862 0.00326 0.158418 18.708 0.00098 0.16149 0.00413 0.271809 21.042 -0.00047 0.01190 0.00401 0.3057410 26.042 -0.00201 -0.15100 0.00279 0.2448611 26.625 -0.00205 -0.15503 0.00262 0.2319712 27.208 -0.00207 -0.15822 0.00245 0.2188613 32.208 -0.00213 -0.18489 0.00119 0.1165114 34.032 -0.00207 -0.19300 0.00086 0.0880915 35.855 -0.00199 -0.19820 0.00066 0.0705116 40.855 -0.00179 -0.20369 0.00041 0.0470817 41.438 -0.00177 -0.20378 0.00039 0.0455518 42.022 -0.00176 -0.20383 0.00038 0.0441019 47.022 -0.00165 -0.20247 0.00028 0.0341920 49.355 -0.00162 -0.20063 0.00026 0.0316721 51.688 -0.00160 -0.19810 0.00026 0.0306722 56.688 -0.00157 -0.19292 0.00025 0.0289923 57.272 -0.00156 -0.19241 0.00025 0.0287024 57.855 -0.00156 -0.19189 0.00025 0.0283925 60.355 -0.00155 -0.18971 0.00024 0.0270926 62.855 -0.00153 -0.18753 0.00023 0.0257927 64.125 -0.00153 -0.18643 0.00022 0.02514






1 0.000 0.00640 0.61204 -0.01228 -1.025432 5.208 0.00556 0.53850 -0.00751 -0.618143 7.708 0.00512 0.50322 -0.00490 -0.422614 10.208 0.00462 0.46796 -0.00190 -0.227085 10.792 0.00449 0.45973 -0.00111 -0.181456 11.375 0.00436 0.45081 -0.00032 -0.136027 16.375 0.00233 0.27140 0.00396 0.211338 18.708 0.00093 0.13465 0.00469 0.315389 21.042 -0.00037 0.00542 0.00447 0.3401910 26.042 -0.00174 -0.13370 0.00302 0.2609611 26.625 -0.00177 -0.13694 0.00282 0.2460212 27.208 -0.00179 -0.13944 0.00261 0.2308913 32.208 -0.00183 -0.16036 0.00114 0.1125114 34.032 -0.00178 -0.16672 0.00077 0.0795815 35.855 -0.00171 -0.17076 0.00055 0.0591916 40.855 -0.00153 -0.17487 0.00028 0.0321417 41.438 -0.00152 -0.17490 0.00026 0.0304118 42.022 -0.00151 -0.17491 0.00024 0.0287619 47.022 -0.00142 -0.17352 0.00014 0.0177220 49.355 -0.00139 -0.17191 0.00012 0.0150821 51.688 -0.00137 -0.16975 0.00012 0.0142422 56.688 -0.00134 -0.16532 0.00012 0.0128823 57.272 -0.00134 -0.16488 0.00012 0.0125924 57.855 -0.00134 -0.16444 0.00012 0.0123025 60.355 -0.00132 -0.16255 0.00011 0.0110426 62.855 -0.00131 -0.16068 0.00010 0.0097927 64.125 -0.00131 -0.15973 0.00009 0.00915






1 0.000 0.00047 0.03861 -0.00433 -0.349922 5.208 0.00019 0.01247 -0.00102 -0.065173 7.708 0.00005 -0.00009 0.00070 0.071564 10.208 -0.00009 -0.01264 0.00255 0.208335 10.792 -0.00013 -0.01557 0.00301 0.240256 11.375 -0.00016 -0.01848 0.00346 0.271927 16.375 -0.00039 -0.03898 0.00625 0.494978 18.708 -0.00044 -0.04297 0.00675 0.538059 21.042 -0.00040 -0.03982 0.00634 0.5030810 26.042 -0.00020 -0.02187 0.00384 0.3058611 26.625 -0.00017 -0.01934 0.00342 0.2780512 27.208 -0.00014 -0.01679 0.00301 0.2501313 32.208 0.00006 0.00333 0.00022 0.0302214 34.032 0.00011 0.00903 -0.00042 -0.0315715 35.855 0.00013 0.01258 -0.00075 -0.0700016 40.855 0.00015 0.01718 -0.00107 -0.1198617 41.438 0.00015 0.01745 -0.00108 -0.1228318 42.022 0.00015 0.01769 -0.00110 -0.1256419 47.022 0.00016 0.01918 -0.00118 -0.1429020 49.355 0.00016 0.01937 -0.00118 -0.1456921 51.688 0.00015 0.01921 -0.00117 -0.1448922 56.688 0.00015 0.01884 -0.00114 -0.1427623 57.272 0.00015 0.01883 -0.00114 -0.1428124 57.855 0.00015 0.01882 -0.00115 -0.1428825 60.355 0.00015 0.01876 -0.00115 -0.1431826 62.855 0.00015 0.01871 -0.00115 -0.1434727 64.125 0.00015 0.01868 -0.00115 -0.14361






1 0.000 0.00172 0.20968 -0.00322 -0.395122 5.208 0.00175 0.21459 -0.00324 -0.400033 7.708 0.00176 0.21696 -0.00326 -0.402404 10.208 0.00178 0.21935 -0.00327 -0.404785 10.792 0.00178 0.21991 -0.00327 -0.405346 11.375 0.00179 0.22047 -0.00327 -0.405927 16.375 0.00182 0.22652 -0.00333 -0.415188 18.708 0.00184 0.22937 -0.00337 -0.419129 21.042 0.00188 0.23079 -0.00340 -0.4170010 26.042 0.00200 0.22900 -0.00346 -0.3933711 26.625 0.00202 0.22843 -0.00347 -0.3892712 27.208 0.00204 0.22779 -0.00348 -0.3848713 32.208 0.00235 0.21265 -0.00362 -0.3064414 34.032 0.00248 0.20008 -0.00350 -0.2454915 35.855 0.00251 0.18031 -0.00288 -0.1486216 40.855 0.00184 0.11280 0.00123 0.1912817 41.438 0.00165 0.10447 0.00201 0.2340318 42.022 0.00145 0.09533 0.00279 0.2767619 47.022 -0.00086 -0.10371 0.00694 0.6096020 49.355 -0.00241 -0.25966 0.00766 0.7126621 51.688 -0.00387 -0.40880 0.00747 0.7386322 56.688 -0.00552 -0.57114 0.00613 0.6563423 57.272 -0.00557 -0.57507 0.00593 0.6402824 57.855 -0.00561 -0.57815 0.00574 0.6239225 60.355 -0.00579 -0.59135 0.00494 0.5538426 62.855 -0.00595 -0.60457 0.00415 0.4838027 64.125 -0.00604 -0.61128 0.00376 0.44824






1 0.000 0.00150 0.18377 -0.00287 -0.353342 5.208 0.00153 0.18803 -0.00289 -0.357293 7.708 0.00154 0.19009 -0.00290 -0.359204 10.208 0.00156 0.19216 -0.00291 -0.361115 10.792 0.00156 0.19264 -0.00292 -0.361556 11.375 0.00156 0.19313 -0.00292 -0.362037 16.375 0.00159 0.19843 -0.00297 -0.370128 18.708 0.00162 0.20095 -0.00301 -0.373579 21.042 0.00165 0.20222 -0.00304 -0.3713410 26.042 0.00174 0.20071 -0.00306 -0.3486411 26.625 0.00175 0.20021 -0.00307 -0.3447212 27.208 0.00177 0.19966 -0.00307 -0.3405413 32.208 0.00195 0.18638 -0.00306 -0.2663814 34.032 0.00200 0.17520 -0.00284 -0.2087215 35.855 0.00198 0.15742 -0.00213 -0.1168716 40.855 0.00147 0.09609 0.00192 0.2063217 41.438 0.00136 0.08848 0.00265 0.2470418 42.022 0.00125 0.08016 0.00336 0.2877219 47.022 -0.00062 -0.09493 0.00715 0.6023820 49.355 -0.00200 -0.23048 0.00775 0.6965121 51.688 -0.00331 -0.35924 0.00746 0.7134822 56.688 -0.00477 -0.49773 0.00586 0.6125723 57.272 -0.00481 -0.50085 0.00564 0.5944124 57.855 -0.00485 -0.50323 0.00541 0.5759625 60.355 -0.00500 -0.51345 0.00447 0.4969126 62.855 -0.00514 -0.52368 0.00356 0.4179027 64.125 -0.00520 -0.52887 0.00310 0.37777






1 0.000 0.00014 0.01786 -0.00110 -0.137862 5.208 0.00014 0.01799 -0.00110 -0.137383 7.708 0.00015 0.01806 -0.00110 -0.137154 10.208 0.00015 0.01812 -0.00110 -0.136915 10.792 0.00015 0.01813 -0.00110 -0.136856 11.375 0.00015 0.01815 -0.00110 -0.136817 16.375 0.00015 0.01854 -0.00112 -0.139048 18.708 0.00015 0.01870 -0.00114 -0.139889 21.042 0.00015 0.01851 -0.00113 -0.1371310 26.042 0.00015 0.01704 -0.00105 -0.1199711 26.625 0.00015 0.01679 -0.00104 -0.1171812 27.208 0.00015 0.01653 -0.00102 -0.1142213 32.208 0.00013 0.01195 -0.00071 -0.0644714 34.032 0.00011 0.00840 -0.00038 -0.0260815 35.855 0.00006 0.00271 0.00027 0.0356716 40.855 -0.00015 -0.01741 0.00305 0.2555117 41.438 -0.00018 -0.01996 0.00347 0.2834218 42.022 -0.00021 -0.02249 0.00388 0.3112319 47.022 -0.00041 -0.04043 0.00639 0.5083720 49.355 -0.00044 -0.04358 0.00680 0.5433121 51.688 -0.00040 -0.03959 0.00630 0.5001922 56.688 -0.00017 -0.01908 0.00351 0.2770723 57.272 -0.00013 -0.01617 0.00306 0.2454024 57.855 -0.00010 -0.01324 0.00260 0.2134725 60.355 0.00005 -0.00068 0.00074 0.0766726 62.855 0.00019 0.01188 -0.00101 -0.0601127 64.125 0.00026 0.01826 -0.00188 -0.12959




Slab 8 section top appendix


1 0.000 -0.11292 -8.95443 -0.02351 -1.121872 5.208 -0.07492 -5.53847 -0.02690 -0.957353 7.708 -0.05374 -3.89866 -0.02954 -0.878474 10.208 -0.02724 -2.25871 -0.03165 -0.799605 10.792 -0.01951 -1.87598 -0.03165 -0.781176 11.375 -0.01175 -1.49574 -0.03121 -0.762677 16.375 0.02575 1.30835 -0.01922 -0.591788 18.708 0.03115 2.09165 -0.01298 -0.506209 21.042 0.02882 2.25047 -0.00797 -0.4222610 26.042 0.01841 1.69299 -0.00298 -0.2602511 26.625 0.01718 1.59754 -0.00266 -0.2429712 27.208 0.01597 1.50130 -0.00237 -0.2258413 32.208 0.00714 0.74667 -0.00060 -0.0908414 34.032 0.00487 0.53582 -0.00025 -0.0528115 35.855 0.00355 0.40452 -0.00009 -0.0289616 40.855 0.00192 0.22908 0.00006 0.0028917 41.438 0.00182 0.21782 0.00007 0.0048918 42.022 0.00172 0.20708 0.00008 0.0067819 47.022 0.00109 0.13506 0.00016 0.0192420 49.355 0.00096 0.11760 0.00017 0.0219921 51.688 0.00096 0.11188 0.00017 0.0225422 56.688 0.00093 0.10293 0.00018 0.0230923 57.272 0.00092 0.10110 0.00018 0.0233024 57.855 0.00090 0.09921 0.00018 0.0235325 60.355 0.00083 0.09114 0.00019 0.0244826 62.855 0.00077 0.08311 0.00020 0.0254327 64.125 0.00074 0.07904 0.00020 0.02591






1 0.000 -0.09810 -7.93671 -0.02098 -1.012632 5.208 -0.06392 -4.88804 -0.02383 -0.864553 7.708 -0.04527 -3.42453 -0.02599 -0.793554 10.208 -0.02299 -1.96092 -0.02761 -0.722575 10.792 -0.01683 -1.61935 -0.02756 -0.706006 11.375 -0.01067 -1.28010 -0.02718 -0.689337 16.375 0.02167 1.20696 -0.01692 -0.533398 18.708 0.02685 1.89040 -0.01147 -0.454259 21.042 0.02516 2.01573 -0.00706 -0.3765910 26.042 0.01618 1.49841 -0.00263 -0.2286511 26.625 0.01510 1.41253 -0.00235 -0.2130912 27.208 0.01402 1.32603 -0.00208 -0.1976813 32.208 0.00618 0.64756 -0.00049 -0.0762114 34.032 0.00415 0.45789 -0.00017 -0.0420015 35.855 0.00297 0.33976 -0.00003 -0.0205516 40.855 0.00152 0.18206 0.00010 0.0080317 41.438 0.00143 0.17197 0.00011 0.0098218 42.022 0.00134 0.16236 0.00012 0.0115119 47.022 0.00079 0.09807 0.00019 0.0225620 49.355 0.00068 0.08268 0.00020 0.0249221 51.688 0.00067 0.07788 0.00020 0.0253022 56.688 0.00066 0.07050 0.00020 0.0256123 57.272 0.00064 0.06892 0.00020 0.0257924 57.855 0.00063 0.06729 0.00020 0.0259825 60.355 0.00057 0.06033 0.00021 0.0267826 62.855 0.00052 0.05340 0.00022 0.0275827 64.125 0.00049 0.04988 0.00022 0.02798






1 0.000 -0.05142 -4.34987 -0.01186 -0.622992 5.208 -0.03164 -2.59570 -0.01292 -0.533083 7.708 -0.02141 -1.75358 -0.01368 -0.489954 10.208 -0.01028 -0.91140 -0.01400 -0.446845 10.792 -0.00748 -0.71485 -0.01390 -0.436786 11.375 -0.00471 -0.52002 -0.01367 -0.426617 16.375 0.01188 0.84957 -0.00879 -0.323778 18.708 0.01478 1.18093 -0.00604 -0.267649 21.042 0.01381 1.18806 -0.00376 -0.2124110 26.042 0.00849 0.81230 -0.00133 -0.1143911 26.625 0.00787 0.76014 -0.00116 -0.1048912 27.208 0.00726 0.70799 -0.00101 -0.0955313 32.208 0.00272 0.29818 -0.00006 -0.0216814 34.032 0.00155 0.18330 0.00013 -0.0008515 35.855 0.00089 0.11166 0.00021 0.0121916 40.855 0.00010 0.01664 0.00027 0.0293517 41.438 0.00005 0.01068 0.00028 0.0303918 42.022 0.00000 0.00502 0.00028 0.0313719 47.022 -0.00027 -0.03204 0.00031 0.0375220 49.355 -0.00032 -0.04020 0.00031 0.0385921 51.688 -0.00031 -0.04183 0.00031 0.0384422 56.688 -0.00031 -0.04378 0.00031 0.0379523 57.272 -0.00032 -0.04447 0.00031 0.0379924 57.855 -0.00032 -0.04520 0.00031 0.0380425 60.355 -0.00035 -0.04829 0.00031 0.0382626 62.855 -0.00038 -0.05138 0.00031 0.0384727 64.125 -0.00039 -0.05294 0.00031 0.03858






1 0.000 -0.00870 -0.76327 -0.00378 -0.242712 5.208 -0.00358 -0.30340 -0.00385 -0.210903 7.708 -0.00111 -0.08261 -0.00390 -0.195644 10.208 0.00129 0.13822 -0.00381 -0.180405 10.792 0.00182 0.18976 -0.00374 -0.176846 11.375 0.00233 0.24018 -0.00365 -0.173167 16.375 0.00503 0.49234 -0.00232 -0.124658 18.708 0.00478 0.47158 -0.00157 -0.092839 21.042 0.00353 0.36048 -0.00092 -0.0613010 26.042 0.00094 0.12624 -0.00015 -0.0143911 26.625 0.00074 0.10780 -0.00010 -0.0109412 27.208 0.00055 0.09002 -0.00005 -0.0076213 32.208 -0.00079 -0.05107 0.00026 0.0188114 34.032 -0.00110 -0.09115 0.00032 0.0263415 35.855 -0.00124 -0.11630 0.00033 0.0310616 40.855 -0.00132 -0.14868 0.00033 0.0370717 41.438 -0.00133 -0.15051 0.00033 0.0374018 42.022 -0.00133 -0.15223 0.00033 0.0377119 47.022 -0.00133 -0.16218 0.00032 0.0394020 49.355 -0.00132 -0.16318 0.00032 0.0394721 51.688 -0.00130 -0.16172 0.00032 0.0390722 56.688 -0.00128 -0.15833 0.00031 0.0382123 57.272 -0.00128 -0.15814 0.00031 0.0381524 57.855 -0.00127 -0.15797 0.00031 0.0381025 60.355 -0.00127 -0.15722 0.00031 0.0378726 62.855 -0.00127 -0.15648 0.00031 0.0376427 64.125 -0.00127 -0.15610 0.00031 0.03752






1 0.000 -0.01708 -2.33295 0.00591 0.576232 5.208 -0.02833 -3.41467 0.00400 0.426503 7.708 -0.03393 -3.93477 0.00296 0.354714 10.208 -0.03973 -4.45539 0.00178 0.282965 10.792 -0.04112 -4.57695 0.00147 0.266236 11.375 -0.04252 -4.69707 0.00115 0.249427 16.375 -0.05397 -5.42214 -0.00400 0.093668 18.708 -0.05687 -5.32680 -0.00906 0.014369 21.042 -0.05271 -4.62718 -0.01521 -0.0654510 26.042 -0.01956 -2.09739 -0.02658 -0.2243311 26.625 -0.01236 -1.75655 -0.02693 -0.2416012 27.208 -0.00515 -1.41463 -0.02684 -0.2588313 32.208 0.02717 1.30390 -0.01728 -0.4062614 34.032 0.03104 2.07893 -0.01302 -0.4532215 35.855 0.03100 2.56700 -0.00941 -0.4860516 40.855 0.02881 3.19658 -0.00510 -0.5307817 41.438 0.02870 3.23201 -0.00492 -0.5329118 42.022 0.02860 3.26515 -0.00476 -0.5348319 47.022 0.02811 3.45708 -0.00412 -0.5442420 49.355 0.02787 3.47572 -0.00409 -0.5429821 51.688 0.02760 3.44586 -0.00414 -0.5374022 56.688 0.02722 3.37501 -0.00420 -0.5233623 57.272 0.02720 3.37064 -0.00420 -0.5219224 57.855 0.02719 3.36653 -0.00420 -0.5204925 60.355 0.02712 3.34893 -0.00419 -0.5143926 62.855 0.02705 3.33136 -0.00418 -0.5083127 64.125 0.02701 3.32244 -0.00417 -0.50523






1 0.000 -0.01465 -2.01637 0.00542 0.528572 5.208 -0.02473 -2.98731 0.00369 0.393563 7.708 -0.02973 -3.45414 0.00275 0.328834 10.208 -0.03488 -3.92144 0.00169 0.264155 10.792 -0.03611 -4.03056 0.00142 0.249066 11.375 -0.03735 -4.13847 0.00112 0.233897 16.375 -0.04726 -4.80548 -0.00346 0.091238 18.708 -0.04944 -4.73692 -0.00791 0.017579 21.042 -0.04533 -4.12838 -0.01328 -0.0565110 26.042 -0.01689 -1.88689 -0.02298 -0.2017511 26.625 -0.01125 -1.58291 -0.02328 -0.2173012 27.208 -0.00562 -1.27788 -0.02323 -0.2327913 32.208 0.02236 1.14656 -0.01523 -0.3652614 34.032 0.02629 1.83733 -0.01153 -0.4073715 35.855 0.02677 2.27202 -0.00838 -0.4367616 40.855 0.02546 2.83229 -0.00458 -0.4767317 41.438 0.02539 2.86383 -0.00442 -0.4786318 42.022 0.02532 2.89333 -0.00428 -0.4803519 47.022 0.02495 3.06416 -0.00372 -0.4887820 49.355 0.02473 3.08076 -0.00368 -0.4876621 51.688 0.02448 3.05424 -0.00373 -0.4827022 56.688 0.02412 2.99146 -0.00378 -0.4702023 57.272 0.02410 2.98761 -0.00378 -0.4689224 57.855 0.02409 2.98399 -0.00378 -0.4676525 60.355 0.02403 2.96851 -0.00377 -0.4622226 62.855 0.02396 2.95305 -0.00376 -0.4568027 64.125 0.02393 2.94520 -0.00375 -0.45406






1 0.000 -0.00597 -0.90564 0.00369 0.362632 5.208 -0.01196 -1.48671 0.00263 0.279673 7.708 -0.01491 -1.76607 0.00206 0.239904 10.208 -0.01792 -2.04570 0.00142 0.200155 10.792 -0.01864 -2.11099 0.00126 0.190886 11.375 -0.01936 -2.17596 0.00109 0.181507 16.375 -0.02526 -2.63885 -0.00144 0.085598 18.708 -0.02649 -2.66482 -0.00374 0.032279 21.042 -0.02417 -2.37713 -0.00645 -0.0211510 26.042 -0.00981 -1.15068 -0.01100 -0.1178011 26.625 -0.00736 -0.97641 -0.01117 -0.1273012 27.208 -0.00490 -0.80117 -0.01121 -0.1366913 32.208 0.01002 0.58978 -0.00795 -0.2164214 34.032 0.01282 0.98520 -0.00619 -0.2414515 35.855 0.01374 1.23343 -0.00463 -0.2587216 40.855 0.01387 1.55287 -0.00269 -0.2819317 41.438 0.01386 1.57091 -0.00261 -0.2830318 42.022 0.01386 1.58779 -0.00254 -0.2840319 47.022 0.01377 1.68592 -0.00223 -0.2888920 49.355 0.01365 1.69587 -0.00221 -0.2882221 51.688 0.01348 1.68138 -0.00223 -0.2853322 56.688 0.01326 1.64710 -0.00225 -0.2781223 57.272 0.01325 1.64508 -0.00225 -0.2773924 57.855 0.01324 1.64320 -0.00225 -0.2766725 60.355 0.01321 1.63515 -0.00224 -0.2735726 62.855 0.01318 1.62711 -0.00223 -0.2704827 64.125 0.01316 1.62303 -0.00223 -0.26891






1 0.000 0.00285 0.20004 0.00182 0.179362 5.208 0.00086 0.00826 0.00144 0.149233 7.708 -0.00011 -0.08390 0.00124 0.134794 10.208 -0.00109 -0.17612 0.00102 0.120355 10.792 -0.00133 -0.19765 0.00096 0.116996 11.375 -0.00157 -0.21973 0.00090 0.113517 16.375 -0.00441 -0.47897 0.00009 0.066648 18.708 -0.00574 -0.59951 -0.00056 0.035489 21.042 -0.00613 -0.63243 -0.00130 0.0043910 26.042 -0.00395 -0.41988 -0.00253 -0.0421911 26.625 -0.00352 -0.37516 -0.00261 -0.0456412 27.208 -0.00308 -0.32954 -0.00266 -0.0489813 32.208 0.00055 0.03087 -0.00213 -0.0768214 34.032 0.00150 0.13256 -0.00175 -0.0853515 35.855 0.00200 0.19599 -0.00139 -0.0910816 40.855 0.00245 0.27787 -0.00092 -0.0985517 41.438 0.00247 0.28264 -0.00090 -0.0988918 42.022 0.00249 0.28712 -0.00088 -0.0992019 47.022 0.00258 0.31417 -0.00079 -0.1005920 49.355 0.00256 0.31798 -0.00078 -0.1002521 51.688 0.00253 0.31574 -0.00078 -0.0992122 56.688 0.00247 0.31005 -0.00078 -0.0967423 57.272 0.00247 0.30987 -0.00078 -0.0964924 57.855 0.00247 0.30972 -0.00078 -0.0962525 60.355 0.00247 0.30909 -0.00078 -0.0952226 62.855 0.00248 0.30845 -0.00078 -0.0942027 64.125 0.00248 0.30812 -0.00077 -0.09367






1 0.000 -0.02561 -3.14505 -0.00397 -0.476172 5.208 -0.02581 -3.18409 -0.00402 -0.489103 7.708 -0.02590 -3.20292 -0.00403 -0.495354 10.208 -0.02598 -3.22179 -0.00404 -0.501635 10.792 -0.02599 -3.22620 -0.00404 -0.503106 11.375 -0.02601 -3.23088 -0.00404 -0.504597 16.375 -0.02643 -3.30409 -0.00399 -0.518988 18.708 -0.02671 -3.33495 -0.00394 -0.524699 21.042 -0.02697 -3.31733 -0.00397 -0.5260910 26.042 -0.02749 -3.12784 -0.00462 -0.5169811 26.625 -0.02759 -3.09501 -0.00478 -0.5150912 27.208 -0.02771 -3.05989 -0.00496 -0.5130013 32.208 -0.02991 -2.43310 -0.00927 -0.4684914 34.032 -0.02996 -1.94585 -0.01288 -0.4356615 35.855 -0.02609 -1.17132 -0.01714 -0.3886416 40.855 0.00625 1.54727 -0.02670 -0.2408617 41.438 0.01346 1.88929 -0.02679 -0.2235918 42.022 0.02067 2.23024 -0.02644 -0.2062719 47.022 0.05385 4.76061 -0.01507 -0.0469820 49.355 0.05804 5.46038 -0.00892 0.0330421 51.688 0.05515 5.55595 -0.00386 0.1125422 56.688 0.04371 4.83206 0.00130 0.2687123 57.272 0.04230 4.71214 0.00163 0.2855724 57.855 0.04091 4.59078 0.00193 0.3023525 60.355 0.03509 4.07093 0.00313 0.3742826 62.855 0.02943 3.55140 0.00422 0.4462527 64.125 0.02658 3.28755 0.00474 0.48281






1 0.000 -0.02269 -2.78838 -0.00357 -0.428082 5.208 -0.02286 -2.82274 -0.00362 -0.439603 7.708 -0.02294 -2.83932 -0.00363 -0.445174 10.208 -0.02302 -2.85593 -0.00364 -0.450775 10.792 -0.02303 -2.85982 -0.00364 -0.452086 11.375 -0.02305 -2.86394 -0.00364 -0.453407 16.375 -0.02344 -2.92882 -0.00359 -0.466218 18.708 -0.02371 -2.95623 -0.00355 -0.471309 21.042 -0.02394 -2.94053 -0.00358 -0.4725310 26.042 -0.02434 -2.77188 -0.00416 -0.4643811 26.625 -0.02441 -2.74265 -0.00429 -0.4626912 27.208 -0.02449 -2.71139 -0.00446 -0.4608313 32.208 -0.02581 -2.15358 -0.00825 -0.4210714 34.032 -0.02533 -1.71961 -0.01141 -0.3916915 35.855 -0.02141 -1.02928 -0.01511 -0.3495416 40.855 0.00659 1.39523 -0.02311 -0.2167817 41.438 0.01223 1.70035 -0.02316 -0.2012518 42.022 0.01787 2.00442 -0.02286 -0.1856619 47.022 0.04634 4.24643 -0.01316 -0.0400620 49.355 0.05047 4.85512 -0.00778 0.0342021 51.688 0.04830 4.92389 -0.00333 0.1080422 56.688 0.03839 4.25792 0.00126 0.2510723 57.272 0.03715 4.15018 0.00155 0.2662824 57.855 0.03592 4.04125 0.00183 0.2814025 60.355 0.03075 3.57463 0.00291 0.3462626 62.855 0.02571 3.10829 0.00388 0.4111427 64.125 0.02317 2.87145 0.00436 0.44410






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PROGRAM : BRUG(5.75.44 DATE : 11/09/2009 START : 13:25:21PROJECT : VEH: R3 - TO DATE : 11/09/2009 END : 13:25:22

TOTAL (msec) : 375

Documents

III A R3 EL 43 |10.2083 1.667 III_A_R3_EL.OUT 9/11/2009 44 |10.7917 1.667 45 |* code 1203-profile 2 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 III_A_R3_EL.OUT