29 7868073_1686730892835_CONRAPH2022060-1

Grondspan.[kN/m2] min. max. 56.923 122.849 56.767 122.586 56.767 122.586 56.592 122.291 56.431 122.025 56.431 122.025 56.233 121.701 56.107 121.500 56.107 121.500 56.007 121.340 55.799 121.012 55.799 121.012 55.682 120.830 55.508 120.564 55.508 120.564 55.372 120.360 55.234 120.157 55.234 120.157 55.115 119.984 54.978 119.789 54.978 119.789 54.831 119.583 54.741 119.461 54.741 119.461 54.659 119.352 54.522 119.172 54.522 119.172 54.322 118.920 54.322 118.920 54.209 118.782 54.140 118.702 54.140 118.702 54.109 118.666 53.976 118.516 53.976 118.516 53.883 118.414 53.827 118.357 53.827 118.357 53.694 118.221 53.694 118.221 53.575 118.103 53.575 118.103 53.467 117.998 53.467 117.998 53.369 117.901 53.369 117.901 53.314 117.844 53.314 117.844 53.279 117.804 53.279 117.804

Dwarskr min. -82.03 -86.14 -79.37 -83.97 -88.33 -81.56 -86.89 -90.45 -83.68 -86.49 -92.50 -85.73 -89.18 -94.49 -87.71 -91.91 -96.42 -89.64 -93.53 -98.30 -91.51 -96.70 -100.15 -93.36 -96.52 -102.13 -95.33 -104.05 -97.24 -102.45 -105.92 -99.09 -100.67 -107.74 -100.88 -106.06 -109.51 -102.62 -111.21 -104.30 -112.86 -105.91 -114.45 -107.17 -115.66 -108.91 -113.98 -82.96 -86.31 -79.19

max. 86.82 82.36 89.63 84.64 79.92 87.18 81.40 77.55 84.81 81.77 75.26 82.52 78.78 73.04 80.30 75.75 70.88 78.14 73.93 68.78 76.03 70.47 66.76 74.02 70.76 64.96 72.22 63.19 70.46 65.06 61.46 68.73 67.09 59.76 67.04 61.67 58.09 65.38 56.45 63.76 54.85 62.17 53.27 60.62 51.73 59.11 53.79 84.69 81.07 88.49

Moment min. -146.19 -146.73 -146.73 -143.65 -144.30 -144.30 -141.60 -142.40 -142.40 -138.95 -141.02 -141.02 -137.84 -139.59 -139.59 -137.56 -139.75 -139.75 -137.88 -139.84 -139.84 -138.88 -140.38 -140.38 -137.77 -140.70 -140.70 -142.82 -142.82 -142.49 -144.68 -144.68 -144.36 -146.95 -146.95 -148.34 -149.62 -149.62 -152.53 -152.53 -156.08 -156.08 -159.82 -159.82 -163.89 -163.89 -164.74 -164.74 -165.31 -165.31

max. 82.17 83.70 83.70 85.23 86.59 86.59 88.05 88.97 88.97 89.61 90.89 90.89 91.51 92.40 92.40 93.00 93.57 93.57 94.02 94.49 94.49 94.96 95.24 95.24 95.49 95.93 95.93 96.68 96.68 97.25 97.65 97.65 97.81 98.30 98.30 98.41 98.37 98.37 97.83 97.83 96.66 96.66 94.82 94.82 92.55 92.55 92.23 92.23 92.85 92.85

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TUSSENPUNTEN FysischLigger:kopgevellineairbeddinglaagFundamentelecombinatie Veld Pos. 1 21.376 1 21.500 1 21.500 1 21.662 1 21.750 1 21.750 1 21.898 1 22.000 1 22.000 1 22.156 1 22.250 1 22.250 1 22.350 1 22.446 1 22.500 1 22.500 1 22.630 1 22.750 1 22.750 1 22.848 1 23.000 1 23.000 1 23.115 1 23.250 1 23.250 1 23.366 1 23.500 1 23.500 1 23.675 1 23.750 1 23.750 1 23.893 1 24.000 1 24.000 1 24.163 1 24.250 1 24.250 1 24.438 1 24.500 1 24.500 1 24.750 1 24.750 1 25.250 1 25.250 1 25.448 1 25.500 1 25.500 1 25.750 1 25.750 1 25.950 1 25.950

Grondspan.[kN/m2] min. max. 53.236 117.755 53.197 117.705 53.197 117.705 53.148 117.641 53.124 117.609 53.124 117.609 53.086 117.557 53.063 117.526 53.063 117.526 53.030 117.479 53.014 117.452 53.014 117.452 52.996 117.424 52.985 117.374 52.979 117.346 52.979 117.346 52.966 117.302 52.960 117.311 52.960 117.311 52.955 117.314 52.957 117.294 52.957 117.294 52.961 117.283 52.971 117.277 52.971 117.277 52.983 117.278 53.003 117.288 53.003 117.288 53.037 117.319 53.053 117.335 53.053 117.335 53.091 117.387 53.122 117.431 53.122 117.431 53.178 117.530 53.209 117.588 53.209 117.588 53.287 117.764 53.314 117.825 53.314 117.825 53.437 118.162 53.437 118.162 53.733 119.263 53.733 119.263 53.866 119.907 53.903 120.113 53.903 120.113 54.087 121.275 54.087 121.275 54.242 122.427 54.242 122.427

Dwarskr min. -83.36 -87.49 -80.30 -85.65 -88.57 -81.30 -86.17 -89.55 -82.18 -87.31 -90.40 -82.93 -86.20 -89.33 -91.11 -83.53 -87.77 -91.69 -83.97 -87.17 -92.11 -84.24 -87.97 -92.36 -84.34 -88.09 -92.45 -84.26 -89.92 -92.36 -83.98 -88.70 -92.21 -83.64 -89.03 -91.93 -83.15 -89.40 -91.48 -82.49 -90.89 -81.05 -89.38 -79.72 -86.68 -88.53 -78.65 -87.68 -44.67 -50.88 -20.18

max. 83.96 79.47 86.92 81.10 77.92 85.42 80.12 76.43 84.39 78.80 75.44 82.65 79.07 75.64 73.69 81.39 76.75 72.45 80.24 76.73 71.30 79.19 75.10 70.26 78.25 74.13 69.33 77.44 71.20 68.51 76.75 71.70 67.93 76.31 70.59 67.51 76.04 69.42 67.21 75.90 67.03 75.88 66.95 76.15 68.93 67.01 76.38 67.09 76.64 69.07 100.28

Moment min. -161.78 -162.60 -162.60 -159.64 -160.09 -160.09 -156.36 -156.95 -156.95 -154.95 -155.51 -155.51 -151.58 -152.30 -153.33 -153.33 -149.63 -151.12 -151.12 -146.82 -148.31 -148.31 -144.37 -146.33 -146.33 -141.90 -143.26 -143.26 -139.05 -140.43 -140.43 -135.01 -136.81 -136.81 -131.60 -132.58 -132.58 -127.52 -127.62 -127.62 -121.82 -121.82 -107.13 -107.13 -97.39 -97.99 -97.99 -99.65 -99.65 -97.99 -97.99

max. 94.39 96.28 96.28 98.45 99.48 99.48 100.95 101.77 101.77 102.72 103.10 103.10 103.34 103.41 103.38 103.38 103.10 102.57 102.57 101.93 100.58 100.58 99.25 97.34 97.34 95.40 92.77 92.77 88.73 86.78 86.78 82.67 79.28 79.28 73.55 70.71 70.71 66.71 65.87 65.87 62.95 62.95 55.81 55.81 52.44 51.48 51.48 46.89 46.89 44.82 44.82

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TUSSENPUNTEN FysischLigger:kopgevellineairbeddinglaagFundamentelecombinatie Veld Pos. 1 25.977 1 26.050 1 26.050 1 26.250 1 26.250 1 26.500 1 26.500 1 26.750 1 26.750 1 27.000 1 27.000 1 27.168 1 27.250 1 27.250 1 27.469 1 27.487 1 27.500 1 27.500 1 27.695 1 27.750 1 27.750 1 27.972 1 28.000 1 28.000 1 28.166 1 28.250 1 28.250 1 28.500 1 28.500 1 28.750 1 28.750 1 28.867 1 29.000 1 29.000 1 29.250 1 29.250 1 29.500 1 29.500 1 29.750 1 29.750 1 30.000 1 30.000 1 30.250 1 30.250 1 30.270 1 30.500 1 30.500 1 30.750

Grondspan.[kN/m2] min. max. 54.264 122.630 54.324 123.180 54.324 123.180 54.490 124.832 54.490 124.832 54.710 127.396 54.710 127.396 54.945 130.134 54.945 130.134 55.198 132.875 55.198 132.875 55.377 134.728 55.470 135.640 55.470 135.640 55.725 138.103 55.747 138.311 55.762 138.454 55.762 138.454 56.005 140.694 56.076 141.339 56.076 141.339 56.374 143.975 56.412 144.313 56.412 144.313 56.648 146.344 56.771 147.390 56.771 147.390 57.153 150.584 57.153 150.584 57.408 153.900 57.408 153.900 57.447 155.485 57.382 157.343 57.382 157.343 57.202 160.912 57.202 160.912 56.940 164.603 56.940 164.603 56.584 168.408 56.584 168.408 56.147 172.313 56.147 172.313 55.622 176.301 55.622 176.301 55.579 176.620 55.013 180.349 55.013 180.349 54.328 184.430

Dwarskr min. -20.99 -23.17 -17.73 -23.80 -17.59 -25.25 -19.00 -26.74 -20.44 -28.27 -21.95 -27.31 -29.90 -23.56 -30.68 -31.27 -31.67 -25.34 -31.83 -33.65 -27.36 -34.96 -35.91 -29.69 -35.65 -38.65 -32.54 -42.06 -36.12 -46.11 -40.40 -45.33 -50.97 -45.56 -56.82 -51.80 -63.87 -59.35 -72.39 -68.25 -82.47 -79.47 -94.95 -92.67 -94.05 -109.92 -109.92 -127.17

max. 99.23 96.37 106.74 98.78 107.97 97.73 107.72 97.09 107.18 96.07 96.07 88.39 84.67 84.67 74.72 73.89 73.32 73.32 64.49 62.01 68.01 60.51 59.56 65.50 59.75 56.86 62.69 53.88 59.56 50.33 55.79 51.25 46.06 51.23 40.89 45.69 34.63 38.96 27.03 30.78 17.84 21.05 6.86 8.94 7.72 -6.58 -5.39 -17.10

Moment min. -97.78 -99.07 -99.07 -96.39 -96.39 -91.61 -91.61 -86.58 -86.58 -81.26 -81.26 -74.09 -75.58 -75.58 -68.87 -69.12 -68.96 -68.96 -61.92 -63.03 -63.03 -55.43 -55.55 -55.55 -47.45 -48.55 -48.55 -41.26 -41.26 -33.45 -33.45 -29.48 -25.60 -25.60 -17.93 -17.93 -10.38 -10.38 -4.47 -4.47 1.41 1.41 3.41 3.41 3.49 3.42 3.42 -0.00

max. 44.67 44.29 44.29 45.40 45.40 46.95 46.95 48.15 48.15 48.85 48.85 49.00 49.57 49.57 62.02 63.35 64.26 64.26 77.49 80.88 80.88 93.01 94.35 94.35 101.52 104.57 104.57 111.42 111.42 114.77 114.77 115.11 114.51 114.51 110.50 110.50 102.60 102.60 90.71 90.71 74.64 74.64 54.21 54.21 52.45 29.35 29.35 0.00

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OMHULLENDE VAN DE KARAKTERISTIEKE COMBINATIES VERPLAATSINGEN [mm]Ligger:kopgevelFys.NLE.kortbeddinglaagKarakteristiekecombinatie

-25.6

-24.3 -27.5

-34.9

N.B. In deze verplaatsingen is de kruipvervorming (w2) niet verwerkt!

Hoofdwapening Geb. 1 2 3 4

Pos. [mm] 750 1500 2500 3302

ME d [kNm] -33.86 -73.46 -121.37 118.88

MR d [kNm] -321.09 -321.09 -321.09 220.00

5 6 7 8 9 10

5550 7500 7750 8000 8250 8152

-270.95 -218.02 -207.32 -199.32 -199.45 81.06

-321.09 -321.09 -321.09 -321.09 -321.09 220.00

11 12 13 14

8500 8750 10350 13734

-207.23 -217.17 -246.60 88.31

-321.09 -321.09 -321.09 220.00

15 16 17 18 19 20 21 22 23 24 25 26

13000 13242 13500 13750 14000 14250 14500 15000 15250 15491 15750 15702

-165.49 -159.61 -154.07 -149.70 -151.27 -152.70 -151.70 -152.69 -153.45 -152.92 -152.38 81.14

-321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

27

15990

-152.56

-321.09

Ligger:kopgevel bedding laag z B/O Ab Aa Basiswapening Opm. [mm] [mm²] [mm²] +Bijlegwapening 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 704 792 7x12 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 639 792 7x12 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54

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Hoofdwapening Geb. 28 29 30 31 32 33 34 35 36 37 38

Pos. [mm] 16250 16500 17000 17250 17500 17750 18007 18250 18500 18750 19900

ME d [kNm] -153.92 -153.28 -152.32 -153.01 -152.13 -148.31 -145.27 -143.28 -143.70 -145.84 98.41

MR d [kNm] -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

39 40 41 42 43 44 45 46 47 48 49 50 51

19250 19500 21250 21500 21750 22000 22250 22500 22750 23006 23250 23491 22446

-151.44 -155.36 -165.31 -162.60 -160.40 -164.14 -164.00 -161.70 -158.87 -156.16 -153.67 -152.18 103.41

-321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

52 53 54 55 56 57 58 59 60 61 62

23750 24000 24250 24500 25750 26050 27250 27487 27750 28009 28867

-149.05 -146.85 -144.51 -141.17 -120.56 -111.32 -95.54 -90.96 -85.63 -78.61 115.11

-321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

63

28255

-73.45

-321.09

Ligger:kopgevel bedding laag z B/O Ab Aa Basiswapening Opm. [mm] [mm²] [mm²] +Bijlegwapening 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54

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Hoofdwapening Geb.

Pos. [mm]

ME d [kNm]

MR d [kNm]

z B/O [mm]

Ab [mm²]

Ligger:kopgevel bedding laag Aa Basiswapening Opm. [mm²] +Bijlegwapening

Opmerkingen [54] * = Eisen met betrekking tot minimum wapening ten behoeve van gecontroleerde scheurvorming zijn toegepast volgens art. 7.3.2.

Dwarskrachtwapening Geb.

Vanaf [mm]

Tot Beugels [mm] 1725 Ø10-300(3s) 2025 Ø10-300(3s) 2925 Ø10-300(3s) 3225 Ø10-300(3s) 7125 Ø10-300(3s) 8625 Ø10-300(3s) 11925 Ø10-300(3s) 14925 Ø10-300(3s) 15225 Ø10-300(3s) 20325 Ø10-300(3s) 21225 Ø10-300(3s) 27525 Ø10-300(3s) 30225 Ø10-300(3s) 30750 Ø10-300(3s)

Ligger:kopgevel bedding laag Lengte As w VE d Ao p g Opm. [mm] [mm²/m][kN] [mm²] 1725 333 108 8 300 333 120 6,8 900 333 105 8 300 333 109 6,8 3900 333 178 6,8 1500 333 106 8 3300 333 153 6,8 3000 333 111 8 300 333 114 6,8 5100 333 111 8 900 333 116 6,8 6300 333 108 8 2700 333 93 8 525 333 127 6,8

1 0 2 1725 3 2025 4 2925 5 3225 6 7125 7 8625 8 11925 9 14925 10 15225 11 20325 12 21225 13 27525 14 30225 Opmerkingen [6] 9.2.2 (4) 50% van de dwarskrachtwapening moet uit beugels bestaan. [8] Er zijn meer dan 2 beugelsneden per doorsnede toegepast.

LIGGER:kopgevel bedding hoog GEOMETRIE

Ligger:kopgevel bedding hoog

ref.

Z

X

30.750 30.750 3:B*H 600*900 (C30/37)

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VELDLENGTEN Veld 1

Vanaf 0.000

Ligger:kopgevel bedding hoog Tot 30.750

DOORSNEDEN sector 1 sector 1

Lengte 30.750 Ligger:kopgevel bedding hoog Lengte Profiel begin z-begin Profiel eind z-eind 30.750 3:B*H 600*900 0.000 3:B*H 600*900 0.000 Lengte Eindcode Bedding Br.[mm] 30.750 1:Vast 8000 600

Vanaf Tot 0.000 30.750 Vanaf Tot 0.000 30.750

PROFIELVORMEN [mm] 1 B*H 700*900

2 B*H 1500*900

3 B*H 600*900

VELDBELASTINGEN

Ligger:kopgevel bedding hoog B.G:1 Permanent 17

54

85

Z

73

17

19

19

19

10 9.8 X

VELDBELASTINGEN Last Ref. 1 2 3 4 5 6 7 8 9 10

Type 1:q-last 1:q-last 8:Puntlast 8:Puntlast 8:Puntlast 8:Puntlast 8:Puntlast 8:Puntlast 8:Puntlast 8:Puntlast 0.00 : -1269.84 :

Ligger:kopgevel bedding hoog B.G:1 Permanent Omschrijving q1/p/m q2 psi Afstand Lengte -9.800 -9.800 0.750 30.000 -10.000 -10.000 0.750 30.000 -54.000 0.750 -85.000 5.550 -73.000 10.350 -17.000 15.100 -17.000 16.400 -19.000 21.150 -19.000 25.950 -19.000 30.750 (absoluut) grootste som reacties (absoluut) grootste som belastingen

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VELDBELASTINGEN

Ligger:kopgevel bedding hoog B.G:2 Veranderlijk

75

Z 75 28

75 49

36

6

6

9

9

4

X

VELDBELASTINGEN

Ligger:kopgevel bedding hoog B.G:2 Veranderlijk Type Omschrijving q1/p/m q2 psi Afstand Lengte 8:Puntlast -28.000 0.750 8:Puntlast -49.000 5.550 8:Puntlast -36.000 10.350 8:Puntlast -6.000 15.100 8:Puntlast -6.000 16.400 8:Puntlast -9.000 21.150 8:Puntlast -9.000 25.950 8:Puntlast -4.000 30.750 15:Pass.stelsel -75.000 0.250 0.750 30.000 17:Meelopend -75.000 1.000 17:Meelopend -75.000 5.000

Last Ref. 1 2 3 4 5 6 7 8 9 10 11

OMHULLENDE VAN DE FUNDAMENTELE COMBINATIES MOMENTEN Fysisch lineairLigger:kopgevelbeddinghoogFundamentele combinatie 111

111 77

63

63

75

75

-60

-80

-88 -127

-147 -237

-211

-133

-143

-126

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DWARSKRACHTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie 155 117 77

142 105

103

95 82 71

70 39.0

91 83

111 62

32.6

30.7

-45.0 -91

-111

-112 -173

-89 -85 -127

-151

TUSSENPUNTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie Veld 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Pos. 0.000 0.375 0.750 0.750 1.032 1.250 1.250 1.500 1.500 1.750 1.750 2.000 2.000 2.250 2.250 2.280 2.500 2.500 2.531 2.750 2.750 2.813 3.000 3.000 3.250 3.250 3.500 3.500 3.750 3.750 4.000 4.000 4.250 4.250

Grondspan.[kN/m2] min. max. 69.787 230.852 69.858 224.204 69.920 217.520 69.920 217.520 69.950 212.418 69.969 208.474 69.969 208.474 69.995 203.952 69.995 203.952 70.033 199.465 70.033 199.465 70.089 195.031 70.089 195.031 70.166 190.690 70.166 190.690 70.178 190.176 70.270 186.479 70.270 186.479 70.285 185.977 70.400 182.426 70.400 182.426 70.437 181.439 70.557 178.553 70.557 178.553 70.741 174.872 70.741 174.872 70.947 171.385 70.947 171.385 71.171 168.193 71.171 168.193 71.409 165.870 71.409 165.870 71.652 164.591 71.652 164.591

Dwarskr min. 0.00 -46.20 -91.07 4.38 -19.16 -32.33 -26.15 -45.12 -38.31 -56.20 -48.92 -65.93 -58.31 -74.61 -66.74 -68.65 -82.49 -74.46 -76.37 -90.04 -81.92 -85.85 -97.60 -89.45 -104.90 -96.75 -112.05 -103.94 -119.14 -111.09 -126.24 -118.27 -133.40 -124.88

max. 0.00 -11.63 -23.25 106.30 83.76 66.26 72.66 52.15 59.22 39.90 116.94 95.98 104.93 85.16 94.44 92.17 75.65 85.14 82.97 67.39 77.01 72.81 60.29 69.96 53.72 63.38 47.51 57.11 41.50 51.01 35.60 44.99 29.70 38.96

Moment min. 0.00 -17.26 -34.53 -34.53 -33.19 -35.39 -35.39 -40.14 -40.14 -46.39 -46.39 -53.72 -53.72 -61.82 -61.82 -61.80 -70.51 -70.51 -70.25 -79.66 -79.66 -79.24 -89.24 -89.24 -99.24 -99.24 -109.71 -109.71 -120.74 -120.74 -132.42 -132.42 -144.97 -144.97

max. 0.00 -4.36 -8.72 -8.72 4.21 15.25 15.25 26.73 26.73 36.69 36.69 52.52 52.52 73.61 73.61 75.81 90.06 90.06 91.71 101.66 101.66 103.84 108.59 108.59 110.97 110.97 108.95 108.95 102.66 102.66 92.22 92.22 78.12 78.12

pagina 8 7

Ingenieursbureau HeRoCon B.V. Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

TUSSENPUNTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie Veld Pos. 1 4.500 1 4.500 1 4.750 1 4.750 1 5.000 1 5.000 1 5.250 1 5.250 1 5.550 1 5.550 1 5.750 1 5.750 1 6.000 1 6.000 1 6.250 1 6.250 1 6.500 1 6.500 1 6.750 1 6.750 1 7.250 1 7.250 1 7.470 1 7.500 1 7.500 1 7.695 1 7.750 1 7.750 1 7.861 1 8.000 1 8.000 1 8.081 1 8.129 1 8.250 1 8.250 1 8.372 1 8.500 1 8.500 1 8.619 1 8.750 1 8.750 1 9.000 1 9.000 1 9.250 1 9.250 1 9.500 1 9.500 1 9.750 1 9.750 1 10.000 1 10.000

Grondspan.[kN/m2] min. max. 71.891 163.920 71.891 163.920 72.116 163.571 72.116 163.571 72.315 163.414 72.315 163.414 72.473 163.340 72.473 163.340 72.595 163.234 72.595 163.234 72.612 163.121 72.612 163.121 72.584 162.843 72.584 162.843 72.504 162.502 72.504 162.502 72.386 162.094 72.386 162.094 72.239 161.759 72.239 161.759 71.893 160.555 71.893 160.555 71.729 160.047 71.706 159.978 71.706 159.978 71.559 159.529 71.517 159.399 71.517 159.399 71.432 159.137 71.326 158.807 71.326 158.807 71.265 158.611 71.228 158.496 71.136 158.204 71.136 158.204 71.042 157.906 70.944 157.592 70.944 157.592 70.852 157.297 70.749 156.969 70.749 156.969 70.546 156.328 70.546 156.328 70.330 155.664 70.330 155.664 70.095 154.963 70.095 154.963 69.830 154.211 69.830 154.211 69.528 153.392 69.528 153.392

Dwarskr min. -140.00 -132.84 -148.01 -140.29 -155.47 -147.84 -163.05 -154.79 -173.09 -15.39 -26.99 -19.56 -34.02 -26.64 -41.06 -33.73 -48.09 -40.80 -55.09 -47.83 -68.96 -61.74 -74.11 -75.80 -68.59 -79.46 -82.56 -75.36 -81.53 -89.28 -82.08 -86.79 -89.57 -96.57 -89.37 -96.42 -103.78 -96.58 -103.40 -110.88 -103.68 -117.89 -110.68 -124.79 -117.57 -131.59 -124.36 -138.27 -131.03 -144.82 -137.58

max. 23.75 32.88 17.71 26.69 11.55 20.39 5.26 13.97 -4.18 154.85 142.17 149.94 134.13 142.49 126.72 134.98 119.27 128.11 112.44 119.91 96.89 104.89 91.33 89.48 97.43 85.51 82.11 90.03 83.29 74.84 82.73 78.04 75.27 68.30 76.17 69.15 61.82 69.68 62.88 55.42 63.27 49.10 56.94 42.86 50.70 36.72 44.56 30.68 38.52 24.74 32.59

Moment min. -158.05 -158.05 -175.43 -175.43 -192.62 -192.62 -211.66 -211.66 -236.96 -236.96 -222.11 -222.11 -206.79 -206.79 -193.38 -193.38 -183.21 -183.21 -170.80 -170.80 -155.17 -155.17 -149.94 -149.95 -149.95 -146.04 -146.49 -146.49 -143.39 -144.80 -144.80 -141.96 -142.45 -144.88 -144.88 -144.02 -146.73 -146.73 -146.11 -150.06 -150.06 -155.71 -155.71 -162.74 -162.74 -171.62 -171.62 -182.13 -182.13 -194.13 -194.13

max. 60.93 60.93 40.09 40.09 15.72 15.72 -12.08 -12.08 -34.30 -34.30 -21.20 -21.20 -6.16 -6.16 7.39 7.39 18.94 18.94 28.70 28.70 48.66 48.66 54.90 55.61 55.61 59.36 60.17 60.17 61.45 62.43 62.43 62.69 62.73 62.49 62.49 61.74 60.43 60.43 58.72 56.33 56.33 50.29 50.29 42.36 42.36 32.64 32.64 21.17 21.17 8.04 8.04

pagina 8 8

Ingenieursbureau HeRoCon B.V. Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

TUSSENPUNTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie Veld Pos. 1 10.250 1 10.250 1 10.350 1 10.350 1 10.500 1 10.500 1 10.750 1 10.750 1 11.000 1 11.000 1 11.250 1 11.250 1 11.500 1 11.500 1 11.750 1 11.750 1 12.000 1 12.000 1 12.250 1 12.250 1 12.478 1 12.500 1 12.500 1 12.750 1 12.750 1 12.850 1 13.000 1 13.000 1 13.137 1 13.250 1 13.250 1 13.387 1 13.500 1 13.500 1 13.586 1 13.600 1 13.750 1 13.750 1 13.850 1 14.000 1 14.000 1 14.100 1 14.250 1 14.250 1 14.388 1 14.500 1 14.500 1 14.564 1 14.750 1 14.750

Grondspan.[kN/m2] min. max. 69.176 152.484 69.176 152.484 69.026 152.104 69.026 152.104 68.763 151.469 68.763 151.469 68.294 150.353 68.294 150.353 67.778 149.159 67.778 149.159 67.229 147.910 67.229 147.910 66.657 146.628 66.657 146.628 66.072 145.332 66.072 145.332 65.482 144.036 65.482 144.036 64.894 142.755 64.894 142.755 64.363 141.608 64.314 141.501 64.314 141.501 63.746 140.281 63.746 140.281 63.522 139.800 63.196 139.104 63.196 139.104 62.901 138.477 62.664 137.975 62.664 137.975 62.381 137.374 62.154 136.895 62.154 136.895 61.982 136.533 61.953 136.472 61.665 135.868 61.665 135.868 61.473 135.465 61.197 134.891 61.197 134.891 61.013 134.509 60.749 133.964 60.749 133.964 60.508 133.470 60.318 133.082 60.318 133.082 60.211 132.862 59.903 132.240 59.903 132.240

Dwarskr min. -151.25 -143.99 -149.39 -28.73 -36.48 -29.22 -41.97 -34.70 -47.29 -40.01 -52.44 -45.16 -57.42 -50.13 -62.22 -54.92 -66.83 -59.53 -71.27 -63.97 -74.54 -75.54 -68.23 -79.63 -72.32 -76.82 -83.56 -76.25 -82.32 -87.34 -80.02 -86.02 -90.96 -83.64 -87.46 -88.10 -94.80 -87.48 -91.90 -98.55 -91.23 -95.60 -102.15 -94.83 -100.78 -105.63 -98.30 -101.02 -108.97 -101.65

max. 18.94 26.79 21.37 142.44 133.96 141.82 127.82 135.69 121.86 129.73 116.09 123.96 110.51 118.39 105.13 113.02 99.95 107.85 94.97 102.87 91.28 90.19 98.09 85.59 93.49 88.57 81.18 89.08 82.43 76.94 84.85 78.28 72.87 80.78 76.85 76.20 69.32 77.23 72.72 65.96 73.88 69.42 62.74 70.66 64.59 59.64 67.56 64.79 56.66 64.58

Moment min. -207.69 -207.69 -211.13 -211.13 -204.41 -204.41 -189.52 -189.52 -176.28 -176.28 -164.26 -164.26 -153.78 -153.78 -144.67 -144.67 -137.15 -137.15 -131.30 -131.30 -126.47 -126.54 -126.54 -122.82 -122.82 -119.17 -120.11 -120.11 -116.78 -118.00 -118.00 -115.69 -117.53 -117.48 -115.14 -115.26 -117.58 -117.58 -115.45 -118.49 -118.49 -116.76 -120.21 -120.21 -119.67 -122.71 -122.71 -121.96 -125.96 -125.96

max. -6.87 -6.87 -13.02 -13.02 -5.81 -5.81 7.40 7.40 19.28 19.28 29.89 29.89 39.25 39.25 47.42 47.42 54.69 54.69 61.25 61.25 66.19 66.61 66.61 70.82 70.82 72.19 73.91 73.91 75.14 75.94 75.94 76.60 76.93 76.93 77.06 77.06 76.94 76.94 76.68 75.99 75.99 75.36 74.13 74.13 72.71 71.37 71.37 70.55 67.76 67.76

pagina 8 9

Ingenieursbureau HeRoCon B.V. Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

TUSSENPUNTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie Veld Pos. 1 15.000 1 15.000 1 15.100 1 15.100 1 15.111 1 15.163 1 15.250 1 15.250 1 15.375 1 15.375 1 15.500 1 15.500 1 15.580 1 15.600 1 15.750 1 15.750 1 15.901 1 15.990 1 16.089 1 16.250 1 16.250 1 16.332 1 16.400 1 16.400 1 16.500 1 16.500 1 16.750 1 16.750 1 16.900 1 17.000 1 17.000 1 17.150 1 17.250 1 17.250 1 17.375 1 17.500 1 17.500 1 17.574 1 17.750 1 17.750 1 17.828 1 18.000 1 18.000 1 18.102 1 18.250 1 18.250 1 18.322 1 18.417 1 18.500 1 18.500

Grondspan.[kN/m2] min. max. 59.498 131.432 59.498 131.432 59.338 131.114 59.338 131.114 59.320 131.077 59.237 130.910 59.100 130.634 59.100 130.634 58.903 130.263

min. -112.19 -104.87 -109.03 -83.23 -83.69 -85.79 -89.30 -81.97 -86.95

Dwarskr max. 53.79 61.71 57.43 81.50 81.00 78.71 74.90 82.82 77.35

min. -129.94 -129.94 -129.19 -129.19 -129.12 -129.74 -131.10 -131.10 -128.23

Moment max. 63.32 63.32 61.93 61.93 61.90 61.76 62.05 62.05 62.46

58.903 130.263 58.708 129.891 58.708 129.891 58.583 129.652 58.552 129.593 58.322 129.154 58.322 129.154 58.092 128.719 57.956 128.461 57.808 128.184 57.565 127.741 57.565 127.741 57.443 127.525 57.341 127.347 57.341 127.347 57.194 127.085 57.194 127.085 56.826 126.439 56.826 126.439 56.609 126.061 56.467 125.821 56.467 125.821 56.256 125.462 56.120 125.237 56.120 125.237 55.951 124.958 55.788 124.692 55.788 124.692 55.692 124.537 55.472 124.189 55.472 124.189 55.378 124.042 55.176 123.732 55.176 123.732 55.060 123.557 54.900 123.322 54.900 123.322 54.824 123.212 54.725 123.070 54.645 122.960 54.645 122.960

-86.95 -91.96 -84.63 -87.85 -88.67 -94.70 -87.38 -93.45 -97.07 -98.23 -100.14 -92.82 -96.05 -98.74 -74.38 -78.24 -70.91 -80.43 -73.11 -78.78 -82.55 -75.23 -80.85 -84.59 -77.27 -81.90 -86.56 -79.24 -81.98 -88.46 -81.14 -83.98 -90.30 -82.98 -86.69 -92.08 -84.77 -87.38 -90.82 -93.82 -86.50

77.35 71.91 79.83 76.43 75.57 69.22 77.14 73.59 71.48 69.15 64.39 72.30 68.96 66.18 91.68 87.49 95.41 85.03 92.94 86.77 82.65 90.57 84.45 80.37 88.28 83.24 78.17 86.08 83.09 76.04 83.95 80.86 73.98 81.89 77.85 71.99 79.90 77.05 73.32 70.05 77.96

-128.23 -130.60 -130.60 -128.83 -128.42 -130.66 -130.66 -129.65 -131.23 -129.31 -132.86 -132.86 -132.35 -132.12 -132.12 -132.45 -132.45 -129.08 -129.08 -125.87 -126.25 -126.25 -123.28 -123.94 -123.94 -121.12 -122.11 -122.11 -119.16 -120.77 -120.77 -117.97 -119.73 -119.73 -117.68 -119.46 -119.46 -116.79 -117.74 -119.47 -119.47

62.46 62.65 62.65 62.71 62.70 62.45 62.45 61.96 61.66 61.19 60.07 60.07 59.77 60.19 60.19 60.81 60.81 64.23 64.23 66.21 67.35 67.35 68.97 69.89 69.89 70.95 71.86 71.86 72.32 73.29 73.29 73.61 74.22 74.22 74.44 74.67 74.67 74.70 74.73 74.69 74.69

pagina 9 0

Ingenieursbureau HeRoCon B.V. Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

TUSSENPUNTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie Veld Pos. 1 18.676 1 18.750 1 18.750 1 18.853 1 19.000 1 19.000 1 19.097 1 19.250 1 19.250 1 19.400 1 19.500 1 19.500 1 19.750 1 19.750 1 20.000 1 20.000 1 20.250 1 20.250 1 20.500 1 20.500 1 20.535 1 20.750 1 20.750 1 21.000 1 21.000 1 21.150 1 21.150 1 21.250 1 21.250 1 21.408 1 21.500 1 21.500 1 21.750 1 21.750 1 21.941 1 22.000 1 22.000 1 22.191 1 22.250 1 22.250 1 22.469 1 22.500 1 22.500 1 22.577 1 22.590 1 22.750 1 22.750 1 22.879 1 23.000 1 23.000

Grondspan.[kN/m2] min. max. 54.477 122.731 54.412 122.647 54.412 122.647 54.321 122.530 54.200 122.381 54.200 122.381 54.123 122.289 54.009 122.161 54.009 122.161 53.902 122.045 53.839 121.984 53.839 121.984 53.687 121.845 53.687 121.845 53.553 121.741 53.553 121.741 53.434 121.666 53.434 121.666 53.327 121.612 53.327 121.612 53.313 121.606 53.230 121.572 53.230 121.572 53.139 121.538 53.139 121.538 53.087 121.518 53.087 121.518 53.053 121.502 53.053 121.502 52.999 121.477 52.968 121.460 52.968 121.460 52.890 121.412 52.890 121.412 52.835 121.373 52.820 121.360 52.820 121.360 52.774 121.297 52.761 121.267 52.761 121.267 52.720 121.227 52.715 121.229 52.715 121.229 52.703 121.234 52.701 121.235 52.686 121.204 52.686 121.204 52.676 121.181 52.673 121.166 52.673 121.166

Dwarskr min. -92.94 -95.63 -88.31 -92.09 -97.48 -90.16 -93.69 -99.29 -91.96 -97.42 -101.06 -93.72 -102.79 -95.45 -104.50 -97.14 -106.18 -98.80 -107.82 -100.42 -101.68 -109.42 -101.76 -110.73 -103.52 -108.88 -77.86 -81.41 -73.90 -79.47 -82.70 -75.14 -83.92 -76.30 -82.99 -85.06 -77.36 -84.03 -86.09 -78.31 -85.93 -87.01 -79.12 -81.79 -82.24 -87.79 -79.79 -84.25 -88.43 -80.29

max. 71.14 68.29 76.19 72.24 66.63 74.53 70.85 65.00 72.90 67.20 63.40 71.30 61.82 69.72 60.25 68.15 58.69 66.60 57.15 65.07 63.75 55.62 63.54 54.10 62.04 56.38 87.28 83.43 91.40 85.33 81.81 89.80 80.22 88.24 80.92 78.67 87.09 79.82 77.56 85.28 76.91 75.72 83.89 80.96 80.46 74.35 82.59 77.67 73.06 81.38

Moment min. -118.75 -119.73 -119.73 -118.51 -120.76 -120.76 -118.74 -122.02 -122.02 -121.71 -123.69 -123.69 -125.75 -125.75 -127.95 -127.95 -131.04 -131.04 -134.26 -134.26 -134.22 -137.74 -137.74 -141.77 -141.77 -142.48 -142.48 -143.12 -143.12 -139.92 -140.41 -140.41 -137.98 -137.98 -135.21 -135.27 -135.27 -133.66 -133.90 -133.90 -131.89 -132.16 -132.16 -128.35 -128.47 -130.54 -130.54 -127.36 -129.00 -128.96

max. 74.46 74.31 74.31 74.03 73.58 73.58 73.20 72.55 72.55 71.84 71.30 71.30 69.90 69.90 68.45 68.45 67.05 67.05 65.74 65.74 65.53 63.96 63.96 61.92 61.92 61.54 61.54 62.28 62.28 64.59 66.08 66.08 69.66 69.66 71.85 72.42 72.42 73.92 74.27 74.27 75.12 75.17 75.17 75.25 75.25 75.04 75.04 74.54 73.80 73.80

pagina 9 1

Ingenieursbureau HeRoCon B.V. Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

TUSSENPUNTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie Veld Pos. 1 23.084 1 23.250 1 23.250 1 23.357 1 23.500 1 23.500 1 23.660 1 23.750 1 23.750 1 23.840 1 24.000 1 24.000 1 24.250 1 24.250 1 24.380 1 24.500 1 24.500 1 24.684 1 24.750 1 24.750 1 24.921 1 24.990 1 25.250 1 25.250 1 25.500 1 25.500 1 25.710 1 25.750 1 25.750 1 25.873 1 25.909 1 25.950 1 25.950 1 26.050 1 26.050 1 26.250 1 26.250 1 26.500 1 26.500 1 26.750 1 26.750 1 27.000 1 27.000 1 27.250 1 27.250 1 27.411 1 27.500 1 27.500 1 27.713 1 27.750 1 27.750

Grondspan.[kN/m2] min. max. 52.671 121.156 52.679 121.151 52.679 121.151 52.687 121.151 52.704 121.154 52.704 121.154 52.732 121.165 52.750 121.173 52.750 121.173 52.772 121.186 52.816 121.215 52.816 121.215 52.904 121.291 52.904 121.291 52.960 121.353 53.012 121.413 53.012 121.413 53.106 121.549 53.141 121.599 53.141 121.599 53.242 121.785 53.282 121.860 53.455 122.271 53.455 122.271 53.638 122.822 53.638 122.822 53.801 123.424 53.835 123.577 53.835 123.577 53.936 124.051 53.966 124.187 54.000 124.346 54.000 124.346 54.087 124.907 54.087 124.907 54.264 126.112 54.264 126.112 54.500 128.068 54.500 128.068 54.755 130.631 54.755 130.631 55.032 133.354 55.032 133.354 55.336 136.098 55.336 136.098 55.544 137.892 55.667 138.902 55.667 138.902 55.974 141.371 56.029 141.805 56.029 141.805

Dwarskr min. -83.17 -88.90 -80.61 -84.29 -89.19 -80.72 -86.19 -89.28 -80.62 -83.71 -89.19 -80.33 -89.00 -79.91 -84.42 -88.58 -79.24 -85.63 -87.94 -77.67 -83.62 -86.03 -86.01 -75.85 -84.77 -74.32 -81.95 -83.40 -48.58 -52.52 -53.65 -54.98 -24.42 -27.50 -22.00 -28.24 -21.90 -29.76 -23.36 -31.28 -24.81 -32.79 -26.28 -34.35 -27.79 -33.09 -35.98 -29.39 -36.52 -37.74 -31.14

max. 78.20 71.86 80.28 76.19 70.76 79.29 73.22 69.77 78.43 75.01 68.94 77.74 68.37 77.31 72.44 67.94 77.05 70.16 67.66 76.96 73.89 72.64 67.56 77.28 67.73 77.66 69.57 68.01 78.17 73.36 71.97 70.36 101.72 97.70 108.82 100.66 110.54 100.12 110.94 100.19 111.20 100.02 100.02 88.43 88.43 81.27 77.34 77.34 67.87 66.24 66.24

Moment min. -126.00 -127.12 -127.12 -124.06 -125.65 -125.65 -122.49 -123.63 -123.63 -119.47 -121.94 -121.94 -119.45 -119.45 -115.76 -116.44 -116.44 -112.45 -112.76 -112.76 -107.84 -108.03 -102.81 -102.81 -96.22 -96.22 -87.97 -88.35 -88.35 -83.10 -81.78 -82.12 -82.12 -82.94 -82.94 -80.69 -80.69 -76.87 -76.87 -72.94 -72.94 -68.84 -68.84 -64.49 -64.49 -57.54 -59.82 -59.82 -53.85 -54.77 -54.77

max. 73.13 71.37 71.37 69.95 67.67 67.67 64.60 62.61 62.61 60.43 58.01 58.01 56.01 56.01 55.15 54.30 54.30 52.75 52.11 52.11 50.38 49.59 46.35 46.35 42.69 42.69 39.20 38.50 38.50 36.83 36.86 36.90 36.90 36.97 36.97 38.44 38.44 40.77 40.77 42.63 42.63 43.93 43.93 45.69 45.69 49.30 55.60 55.60 70.76 73.14 73.14

pagina 9 2

Ingenieursbureau HeRoCon B.V. Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

TUSSENPUNTEN FysischLigger:kopgevellineairbeddinghoogFundamentelecombinatie Veld Pos. 1 27.907 1 28.000 1 28.000 1 28.207 1 28.250 1 28.250 1 28.448 1 28.500 1 28.500 1 28.750 1 28.750 1 28.939 1 29.000 1 29.000 1 29.250 1 29.250 1 29.500 1 29.500 1 29.750 1 29.750 1 30.000 1 30.000 1 30.250 1 30.250 1 30.500 1 30.500 1 30.750

Grondspan.[kN/m2] min. max. 56.271 143.680 56.424 144.836 56.424 144.836 56.775 147.461 56.851 148.022 56.851 148.022 57.212 150.661 57.312 151.381 57.312 151.381 57.806 154.928 57.806 154.928 58.041 157.741 58.082 158.671 58.082 158.671 58.058 162.610 58.058 162.610 57.876 166.739 57.876 166.739 57.583 171.046 57.583 171.046 57.181 175.512 57.181 175.512 56.669 180.109 56.669 180.109 56.043 184.802 56.043 184.802 55.315 189.547

Dwarskr min. -36.51 -39.70 -33.13 -40.44 -41.96 -35.46 -42.86 -44.82 -38.45 -48.35 -42.16 -50.07 -52.63 -46.72 -57.88 -52.35 -64.36 -59.31 -72.35 -67.71 -82.03 -78.60 -94.32 -91.70 -109.43 -109.43 -127.17

max. 59.62 55.68 61.90 54.71 53.22 59.38 52.42 50.57 56.61 47.51 53.38 46.13 43.78 49.40 39.20 44.47 33.53 38.34 26.50 30.70 17.77 21.40 7.11 9.50 -6.28 -4.91 -17.10

Moment min. -47.32 -49.10 -49.10 -42.38 -43.25 -43.25 -35.62 -37.16 -37.16 -30.54 -30.54 -25.34 -23.72 -23.72 -16.89 -16.89 -10.06 -10.06 -4.43 -4.43 0.46 0.46 3.61 3.61 3.37 3.37 -0.00

max. 82.54 87.54 87.54 96.98 98.66 98.66 105.06 106.39 106.39 110.60 110.60 111.36 111.15 111.15 107.90 107.90 100.69 100.69 89.43 89.43 73.89 73.89 53.91 53.91 29.26 29.26 0.00

OMHULLENDE VAN DE KARAKTERISTIEKE COMBINATIES VERPLAATSINGEN [mm]Ligger:kopgevelFys.NLE.kortbeddinghoogKarakteristiekecombinatie

-16.2

-15.1

-22.3

N.B. In deze verplaatsingen is de kruipvervorming (w2) niet verwerkt!

-17.8

Ingenieursbureau HeRoCon B.V.

pagina 9 3

Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

Hoofdwapening Geb. 1 2 3 4 5

Pos. [mm] 750 2250 2500 2750 3250

ME d [kNm] -34.53 -96.00 -107.81 -118.02 110.97

MR d [kNm] -321.09 -321.09 -321.09 -321.09 220.00

6 7 8 9 10

5550 7500 7750 8000 8129

-236.96 -179.95 -168.80 -160.06 62.73

-321.09 -321.09 -321.09 -321.09 220.00

11 12 13 14 15

8250 8500 10350 12500 13600

-160.78 -169.24 -211.13 -151.91 77.06

-321.09 -321.09 -321.09 -321.09 220.00

16 17 18 19 20 21 22 23 24 25 26

13000 13243 13499 13750 14000 14250 14500 15000 15250 15500 15580

-135.65 -129.90 -125.36 -124.64 -128.85 -130.36 -129.74 -130.62 -131.69 -132.30 69.68

-321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

27 28 29 30 31 32 33 34 35 36 37 38

15748 15990 16250 16500 17000 17250 17500 17750 17996 18250 18500 18417

-130.68 -131.23 -132.86 -132.45 -130.11 -132.48 -131.74 -128.05 -125.35 -122.76 -122.80 74.73

-321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

39 40 41 42 43 44

18745 19000 19250 20500 21250 21500

-125.20 -127.52 -130.21 -140.17 -143.12 -140.41

-321.09 -321.09 -321.09 -321.09 -321.09 -321.09

Ligger:kopgevel bedding hoog z B/O Ab Aa Basiswapening Opm. [mm] [mm²] [mm²] +Bijlegwapening 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 614 792 7x12 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54

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pagina 9 4

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Hoofdwapening Geb. 45 46 47 48 49 50 51 52

Pos. [mm] 22000 22250 22500 22750 22999 23254 23497 22590

ME d [kNm] -141.98 -142.16 -139.96 -137.02 -134.73 -133.42 -130.00 75.25

MR d [kNm] -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

53 54 55 56 57 58 59 60 61 62 63

23741 24000 24500 24750 24990 25750 26050 27500 27750 27998 28939

-129.62 -127.38 -124.20 -121.55 -121.31 -111.20 -105.09 -76.16 -72.21 -68.10 111.36

-321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 -321.09 220.00

64 65

28252 28500

-62.21 -57.69

-321.09 -321.09

Ligger:kopgevel bedding hoog z B/O Ab Aa Basiswapening Opm. [mm] [mm²] [mm²] +Bijlegwapening 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54 608 Bov 602* 453 4x12 54 Bov2 158 2x10 732 Ond 587* 792 7x12 54 732 Ond 587* 792 7x12 54

Ingenieursbureau HeRoCon B.V.

pagina 9 5

Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

Hoofdwapening Geb.

Pos. [mm]

ME d [kNm]

MR d [kNm]

z B/O [mm]

Ab [mm²]

Ligger:kopgevel bedding hoog Aa Basiswapening Opm. [mm²] +Bijlegwapening

Opmerkingen [54] * = Eisen met betrekking tot minimum wapening ten behoeve van gecontroleerde scheurvorming zijn toegepast volgens art. 7.3.2.

Dwarskrachtwapening Geb.

Vanaf [mm]

Tot Beugels [mm] 1725 Ø10-300(3s) 2025 Ø10-300(3s) 3225 Ø10-300(3s) 3525 Ø10-300(3s) 7125 Ø10-300(3s) 8625 Ø10-300(3s) 11925 Ø10-300(3s) 14925 Ø10-300(3s) 15225 Ø10-300(3s) 27525 Ø10-300(3s) 30225 Ø10-300(3s) 30750 Ø10-300(3s)

Ligger:kopgevel bedding hoog Lengte As w VE d Ao p g Opm. [mm] [mm²/m][kN] [mm²] 1725 333 106 8 300 333 117 6,8 1200 333 103 8 300 333 112 6,8 3600 333 173 6,8 1500 333 105 8 3300 333 151 6,8 3000 333 109 8 300 333 112 6,8 12300 333 111 8 2700 333 93 8 525 333 127 6,8

1 0 2 1725 3 2025 4 3225 5 3525 6 7125 7 8625 8 11925 9 14925 10 15225 11 27525 12 30225 Opmerkingen [6] 9.2.2 (4) 50% van de dwarskrachtwapening moet uit beugels bestaan. [8] Er zijn meer dan 2 beugelsneden per doorsnede toegepast.

Ingenieursbureau HeRoCon B.V. Veenweg 149, Mijdrecht, 3641 SJ Mijdrecht Telefoon: 0297 - 289105

6.

Bijlagen

6.1

Uitvoer staalconstructie

6.2

Funderingsadvies

pagina 9 6

Nieuwbouw bedrijfshal Achthoven-Oost 13 te Montfoort Ingenieursbureau HeRoCon AxisVM X6 R2j-hf1 · Geregistreerd aan Ingenieursbureau HeRoCon Model 1.axs

Rapport

Onderdeel Rapport Overzicht Modelgegevens
Materialen Profielen Veereigenschappen Referenties Belastinggevallen Belastinggroepen (Eurocode-NL) Knopen Vakwerkstaven Staven Knoopopleggingen Gewicht per materiaal Gewicht per doorsnede Windbelasting-parameters [gevel en dak] Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Pp.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Pp.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Pp.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Ps.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Ps.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Ps.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Sp.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Sp.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Sp.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Ss.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Ss.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X+.Ss.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Pp.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Pp.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en

dak] X-.Pp.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Ps.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Ps.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Ps.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Sp.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Sp.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Sp.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Ss.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Ss.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] X-.Ss.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] Y+.S.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] Y+.S.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] Y+.S.S Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] Y-.S.O Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] Y-.S.P Parameters belastinggeval wind, [gevel en dak], Wind [gevel en dak] Y-.S.S Sneeuw belasting parameters Logische onderdelen
Vakwerkstaven
STRIP 8* 80
Rapport Vakwerkstaaf, STRIP 8* 80 L 80X 80X 8
Rapport Vakwerkstaaf, L 80X 80X 8 Staven
HE 260 B
Rapport Staaf, HE 260 B 150X150X10,0
Rapport Staaf, 150X150X10,0 SFB HE 240

M - 450x20
Rapport Staaf, SFB HE 240 M - 450x20 IPE 400
Rapport Staaf, IPE 400 HE 200 A
Rapport Staaf, HE 200 A

Pagina 4 4 4 4 6 6 7 7 7 9 9 16 19 19 19 20 20 20 21 21 21 22 22 22 23 23 23 24 24 24 25 25 25 26 26 26 27 27 27 28 28 28 29 29 29 30 30 30 30 30 31 31 31 31 31 32 32 32 32 33 33 33 33

Onderdeel

Pagina

HE 140 A
Rapport Staaf, HE 140 A 180X100X 5,6
Rapport Staaf, 180X100X 5,6 SFB HE 200 A - 300x10
Rapport Staaf, SFB HE 200 A - 300x10 HE 120 A
Rapport Staaf, HE 120 A 80X 80X 5,0_1
Rapport Staaf, 80X 80X 5,0_1 80X 80X 5,0
Rapport Staaf, 80X 80X 5,0 U 320
Rapport Staaf, U 320 IPE 270
Rapport Staaf, IPE 270 260X260X 8,0
Rapport Staaf, 260X260X 8,0 260X140X 8,0
Rapport Staaf, 260X140X 8,0 Constructie-element unity-check (Eurocode-NL) [Non-lin., Omhullende (UGT (a, b))] Staafkrachten [Non-lin., Omhullende (UGT (a, b))] Interne krachten knoopoplegging [Non-lin., Omhullende (UGT (a, b))]

34 34 34 34 35 35 35 35 36 36 36 36 37 37 37 37 38 38 38 38 39 47 149

AxisVM X6 R2j-hf1 · Geregistreerd aan Ingenieursbureau HeRoCon

Nieuwbouw bedrijfshal Achthoven-Oost 13 te Montfoort Ingenieursbureau HeRoCon Model: Model 1.axs

10-1-2023

Pag. 4

Norm Eurocode-NL

Profiel 180X100X 5,6 80X 80X 5,01 80X 80X 5,0 IPE 400 L 80X 80X 8 STRIP 8* 80 HE 120 A IPE 270 HE 200 A HE 260 B 150X150X10,0 U 320 260X140X 8,0 HE 140 A SFB HE 240 M - 450x20 260X260X 8,0 SFB HE 200 A - 300x10

Rapport Overzicht

Modelgegevens Materialen

1 2

Naam

Type

Nationale norm

Materiaalnorm

S 235 S 355

Staal Staal

Eurocode-NL Eurocode-NL

10025-2 10025-2

Ex [N/mm2]

Ey [N/mm2]

ρ [kg/m3]

210000 210000

210000 210000

7850 7850

Naam: Materiaalnaam; Type: Type materiaal; Ex : Elasticiteitsmodulus in lokale x richting; Ey : Elasticiteitsmodulus in lokale y richting; ρ: Dichtheid;

Profielen Naam

Tekening

h [mm]

b [mm]

tw [mm]

tf [mm]

Ax [mm2]

1

HE 260 B

260,0

260,0

10,0

17,5

11846,74

2

150X150X10,0

150,0

150,0

10,0

10,0

5341,28

3

220X220X10,0

220,0

220,0

10,0

10,0

8296,51

4

SFB HE 240 M - 450x20

270,0

248,0

18,0

32,0

28958,83

5

IPE 400

400,0

180,0

8,6

13,5

8448,12