STATISCHE BEREKENING

STATISCHE BEREKENING Werknummer: 16.012 Omschrijving: Uitbreiding British School Amsterdam Opdrachtgever: De Meeuw Oirschot B.V. Postbus 18 5688 ZG Oirschot Ontwerp De Meeuw Oirschot B.V. Postbus 18 5688 ZG Oirschot Adviseur / contactpersoon: ing. H.G.M. (Erik) Ernste Datum: 9 mei 2016

Inhoudsopgave 1 Algemeen... 2 1.1 Project... 2 1.2 Gebruikte normen... 2 1.3 Gebouwtype, gevolgsklasse en referentieperiode... 2 2 Belastingaannamen... 3 2.1 Eigen gewicht en veranderlijke belasting... 3 3 Constructieve overzichten bovenbouw... 4 4 Berekening bovenbouw... 6 4.1 Belasting op balkenrooster... 6 4.2 Berekening balkenrooster... 6 4.3 Funderingspalen... 8 Bijlagen berekening fundering - Balkenrooster 100-113 P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 1-9

1 Algemeen 1.1 Project Project: Uitbreiding The British School of Amsterdam Werknummer: 16.012 Wijziging: In verband met de aanwezigheid van boomwortels is een aangepast stalen balkenrooster doorgerekend. Situatie uitbreiding 1.2 Gebruikte normen NEN-EN 1990 EC 0 Grondslagen van het constructief ontwerp NEN-EN 1991 EC 1 Belastingen en vervormingen NEN-EN 1992 EC 2 Betonconstructies NEN-EN 1993 EC 3 Staalconstructies NEN-EN 1994 EC 5 Houtconstructies NEN-EN 1995 EC 6 Steenconstructies NEN-EN 1996 EC 7 Geotechniek, basiseisen en belastingen Opmerking: alle bovengenoemde normen worden gebruikt inclusief nationale bijlagen (NL) 1.3 Gebouwtype, gevolgsklasse en referentieperiode - Gebouwtype: C1: Bijeenkomstruimtes, ruimte in scholen - Gevolgsklasse: CC2 - Referentieperiode: 50 jaar. P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 2-9

2 Belastingaannamen 2.1 Eigen gewicht en veranderlijke belasting Het eigen gewicht van de Units volgt uit de opgave van de leverancier. NEN-EN 1991-1-1 NB.1 tabel 6.2: klasse C1 q k =3,0 kn/m² Q k =7,0 kn De norm geeft aan dat voor schoolgebouwen een vloerbelasting volstaat van 2,5 kn/m². Er wordt gerekend met een veranderlijke belasting van 3,0 kn/m². P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 3-9

3 Constructieve overzichten bovenbouw Situatie bestaand en uitbreiding met aanduiding aanwezige boomwortels. (opgave De Meeuw) Het is toegestaan de palen te maken ter plaatse van alle cijferassen. Overzicht balkenrooster (stalen liggers) = stalen buispalen ø229/219 mm. PPN=-13,00 NAP P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 4-9

Aansluiting liggers op paal Voor aansluiting liggers op paal zie ook tekening 16012 UO-01 P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 5-9

4 Berekening bovenbouw 4.1 Belasting op balkenrooster De uitbreiding komt in zijn geheel op een balkenrooster te staan dat los wordt gehouden van het bestaande bouwdeel. De uitbreiding bestaat deels uit een éénlaagse Units en deels uit een twee-laagse Units. eigen gewicht veranderlijke belasting Punt FG Punt l (m) b (m) qk (kn/m²) FQ aantal lagenfq;totaal A 12,3 A 3,07 1,54 3,00 14,1 1 14,1 kn B 24,5 B 3,07 3,07 3,00 28,3 1 28,3 kn C 36,8 C 3,07 1,54 3,00 14,1 1 14,1 3,07 1,54 3,00 14,1 2 28,3 42,4 kn D 49,0 D 3,07 3,07 3,00 28,3 2 56,6 kn opgave leverancier op basis van qk=3,0 kn/m² 4.2 Berekening balkenrooster Het balkenrooster wordt doorgerekend met behulp van Matrix Frame. Het eigen gewicht van de funderingsbalken (HEB-liggers) wordt gegeneerd en verrekend door het programma. P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 6-9

invoer eigen gewicht op balkenrooster invoer veranderlijke belasting op balkenrooster Het balkenrooster wordt doorgerekend met behulp van de volgende combinaties: FuC1: 1,20 x eigen gewicht + 1,50 x veranderlijke belasting. FuC2: 1,35 x eigen gewicht + 0,60 x veranderlijke belasting. Berekening balkenrooster zie bijlage bladzijde 100 t/m 113 Controle van de stalen liggers vindt plaats door Matrix Frame P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 7-9

4.3 Funderingspalen Overzicht reactie palen bij combinatie FuC1 Overzicht reactie palen bij combinatie FuC2 Maximale reactie palen = 147 kn Er wordt een paalbelasting van 147/0,8=185 kn aangehouden P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 8-9

Zie funderingsadvies van Lankelma Ingenieursbureau 100027-XF van 16 februari 2016 Voor de uitbreiding zijn met name sondering 2 en 3 van toepassing Kies stalen buispalen ø229/219 mm. PPN=-13,00 NAP Rc,net,d,;min=220 kn. P:\2016\2016 001-020\012 - MW - BRITISH SCHOOL\B_BEREKENINGEN EN RAPPORTAGES\16012_2016-05-09_SB.DOCX 9-9

Projectnaam Omschrijving Opdrachtgever Bestand Uitbreiding The British School of Amsterdam Projectnummer 16012 Balkenrooster Constructeur EE De Meeuw Eenheden m, kn, knm P:\2016\2016 001-020\012 - MW - British School\B_Berekeningen en rapportages\balkenrooster uit stalen liggers palen met veer 2016-05-03.mxf AFB. GEOMETRIE RAAMWERK STAVEN Staaf Knoop B Knoop E X-B Y-B X-E Y-E Lengte Profiel Positie S2 K1 K12 12,639 0,000 12,639-6,142 6,142 P1 0,000 - L(6,142) S3 K2 K13 15,710 0,000 15,710-6,142 6,142 P1 0,000 - L(6,142) S4 K3 K14 18,781 0,000 18,781-6,142 6,142 P3 0,000 - L(6,142) S5 K4 K15 21,852 0,000 21,852-6,142 6,142 P2 0,000 - L(6,142) S6 K5 K16 24,923 0,000 24,923-6,142 6,142 P2 0,000 - L(6,142) S7 K6 K17 27,994 0,000 27,994-6,142 6,142 P2 0,000 - L(6,142) S8 K7 K18 31,065 0,000 31,065-6,142 6,142 P2 0,000 - L(6,142) S9 K8 K19 34,136 0,000 34,136-6,142 6,142 P2 0,000 - L(6,142) S10 K9 K20 37,207 0,000 37,207-6,142 6,142 P2 0,000 - L(6,142) S11 K10 K21 40,278 0,000 40,278-6,142 6,142 P2 0,000 - L(6,142) S12 K11 K22 43,349 0,000 43,349-6,142 6,142 P1 0,000 - L(6,142) - - - m m m m m - - PROFIELEN Profiel Profielnaam It Iy Materiaal Hoek P1 P2 P3 HE220B HE260B HE240B 7.6568e-07 8.0910e-05 S235 0 1.2378e-06 1.4919e-04 S235 0 1.0269e-06 1.1259e-04 S235 0 - - m4 m4 - MATERIALEN Materiaalnaam Poison Dichtheid E-Modulus Uitzettingcoeff S235 0.30 78.50 2.1000e+08 12.0000e-06 - - kn/m3 kn/m2 C m OPLEGGINGEN Oplegging Staaf Positie Z Xr Yr O1 S3 1,000 50000 vrij vrij O2 S4 1,000 50000 vrij vrij O3 S5 1,000 50000 vrij vrij O4 S6 1,000 50000 vrij vrij O5 S7 1,000 50000 vrij vrij O6 S2 5,142 50000 vrij vast O7 S3 5,142 50000 vrij vast O8 S4 5,142 50000 vrij vast O9 S5 5,142 50000 vrij vast O10 S6 5,142 50000 vrij vast 100

Oplegging Staaf Positie Z Xr Yr O11 S7 5,142 50000 vrij vast O12 S8 1,000 50000 vrij vrij O13 S8 5,142 50000 vrij vast O14 S9 1,000 50000 vrij vrij O15 S9 5,142 50000 vrij vast O16 S10 1,000 50000 vrij vrij O17 S10 5,142 50000 vrij vast O18 S11 1,000 50000 vrij vrij O19 S11 5,142 50000 vrij vast O20 S12 1,000 50000 vrij vrij O21 S12 5,142 50000 vrij vast O22 S2 1,000 50000 vrij vrij - - m kn/m knmrad knmrad BELASTINGSGEVALLEN TYPEN Oplegg. Staven B.G.Type Gunstig/Ong. Element Niveau Veld Psi0 Psi1 Psi2 Cprob B.G.1 Permanent Permanent - N.v.t. N.v.t. B.G.2 Verdeelde veranderlijke belasting Verdeelde veranderlijke belasting - Cat. C1) Tafels (schoolgebouwen) 1 1 0.40 0.70 0.60 1,00 B.G.1: PERMANENT Type Beginwaarde Eindwaarde Beginafstand Eindafstand Richting Staaf of knoop B.G.1: Permanent N N N N qg 12,30 24,50 36,80 49,00 1,00 1,00 0,000 6,142(L) Som lasten X: 0,00 kn Z: 940,45 kn - - - m m - - Z K1,K12 Z K2,K11,K13,K22 Z K3,K14 Z K4-K10,K15-K21 Z S2-S12 B.G.1: PERMANENT B.G.2: VERDEELDE VERANDERLIJKE BELASTING Type Beginwaarde Eindwaarde Beginafstand Eindafstand Richting Staaf of knoop B.G.2: Verdeelde veranderlijke belasting N 14,10 N 28,30 Z K1,K12 Z K2,K11,K13,K22 101

Type Beginwaarde Eindwaarde Beginafstand Eindafstand Richting Staaf of knoop B.G.2: Verdeelde veranderlijke belasting N 42,40 Z K3,K14 N 56,60 Z K4-K10,K15-K21 Som lasten X: 0,00 kn Z: 1.018,60 kn - - - m m - - B.G.2: VERDEELDE VERANDERLIJKE BELASTING FUNDAMENTEEL BELASTINGSCOMBINATIES (TABEL) B.G. Omschrijving Fu.C.1 Fu.C.2 B.G.1 Permanent 1.20 1.35 B.G.2 Verdeelde veranderlijke belasting 1.50 0.60 KARAKTERISTIEK BELASTINGSCOMBINATIES (TABEL) B.G. Omschrijving Ka.C.(w1) Ka.C.1 Ka.C.2 B.G.1 Permanent 1.00 1.00 1.00 B.G.2 Verdeelde veranderlijke belasting - 0.40 1.00 FREQUENT BELASTINGSCOMBINATIES (TABEL) B.G. Omschrijving Fr.C.(w1) Fr.C.1 B.G.1 Permanent 1.00 1.00 B.G.2 Verdeelde veranderlijke belasting - 0.70 QUASI-PERMANENT BELASTINGSCOMBINATIES (TABEL) B.G. Omschrijving Qu.C.1 B.G.1 Permanent 1.00 B.G.2 Verdeelde veranderlijke belasting 0.60 UITGANGSPUNTEN VAN DE ANALYSE Lineaire Elastische Analyse uitgevoerd 102

AFB. FU.C. MOMENT (MY) OMHULLENDE Fundamenteel Belastingscombinaties AFB. FU.C. MOMENT (MX) OMHULLENDE Fundamenteel Belastingscombinaties 103

AFB. FU.C. DWARSKRACHT (VZ) OMHULLENDE Fundamenteel Belastingscombinaties FU.C. STAAFKRACHTEN Staaf Veld Positie B.C. Mb Mmax xmmax Me x-m0 x-m0 Vb Vmax Ve Mxb Mxe S2 Veld 1 0,000-1,000 Fu.C.1 0.00 36.36 0.000 0.000 35.93 36.79 36.79 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 36.36 34.52 3.071 36.36 0.000 0.000-1.78 1.78 1.78 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 36.36 0.00 0.000 0.000-36.79-36.79-35.93 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 25.55 0.000 0.000 25.07 26.03 26.03 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 25.55 23.48 3.071 25.55 0.000 0.000-2.00 2.00 2.00 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 25.55 0.00 0.000 0.000-26.03-26.03-25.07 0.00 0.00 S3 Veld 1 0,000-1,000 Fu.C.1 0.00 72.32 0.000 0.000 71.89 72.75 72.75 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 72.32 70.47 3.071 72.32 0.000 0.000-1.78 1.78 1.78 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 72.32 0.00 0.000 0.000-72.75-72.75-71.89 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 50.54 0.000 0.000 50.06 51.02 51.02 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 50.54 48.47 3.071 50.54 0.000 0.000-2.00 2.00 2.00 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 50.54 0.00 0.000 0.000-51.02-51.02-50.06 0.00 0.00 S4 Veld 1 0,000-1,000 Fu.C.1 0.00 108.32 0.000 0.000 107.82 108.81 108.81 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 108.32 106.17 3.071 108.32 0.000 0.000-2.07-2.07 2.07 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 108.32 0.00 0.000 0.000-108.81-108.81-107.82 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 75.68 0.000 0.000 75.12 76.24 76.24 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 75.68 73.27 3.071 75.68 0.000 0.000-2.33 2.33 2.33 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 75.68 0.00 0.000 0.000-76.24-76.24-75.12 0.00 0.00 S5 Veld 1 0,000-1,000 Fu.C.1 0.00 144.33 0.000 0.000 143.77 144.89 144.89 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 144.33 141.94 3.071 144.33 0.000 0.000-2.31-2.31 2.31 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 144.33 0.00 0.000 0.000-144.89-144.89-143.77 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 100.74 0.000 0.000 100.11 101.37 101.37 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 100.74 98.05 3.071 100.74 0.000 0.000-2.60 2.60 2.60 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 100.74 0.00 0.000 0.000-101.37-101.37-100.11 0.00 0.00 S6 Veld 1 0,000-1,000 Fu.C.1 0.00 144.33 0.000 0.000 143.77 144.89 144.89 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 144.33 141.94 3.071 144.33 0.000 0.000-2.31-2.31 2.31 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 144.33 0.00 0.000 0.000-144.89-144.89-143.77 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 100.74 0.000 0.000 100.11 101.37 101.37 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 100.74 98.05 3.071 100.74 0.000 0.000-2.60 2.60 2.60 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 100.74 0.00 0.000 0.000-101.37-101.37-100.11 0.00 0.00 S7 Veld 1 0,000-1,000 Fu.C.1 0.00 144.33 0.000 0.000 143.77 144.89 144.89 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 144.33 141.94 3.071 144.33 0.000 0.000-2.31-2.31 2.31 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 144.33 0.00 0.000 0.000-144.89-144.89-143.77 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 100.74 0.000 0.000 100.11 101.37 101.37 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 100.74 98.05 3.071 100.74 0.000 0.000-2.60 2.60 2.60 0.00 0.00 104

Staaf Veld Positie B.C. Mb Mmax xmmax Me x-m0 x-m0 Vb Vmax Ve Mxb Mxe S7 Veld 3 5,142-6,142 Fu.C.2 100.74 0.00 0.000 0.000-101.37-101.37-100.11 0.00 0.00 S8 Veld 1 0,000-1,000 Fu.C.1 0.00 144.33 0.000 0.000 143.77 144.89 144.89 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 144.33 141.94 3.071 144.33 0.000 0.000-2.31-2.31 2.31 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 144.33 0.00 0.000 0.000-144.89-144.89-143.77 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 100.74 0.000 0.000 100.11 101.37 101.37 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 100.74 98.05 3.071 100.74 0.000 0.000-2.60 2.60 2.60 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 100.74 0.00 0.000 0.000-101.37-101.37-100.11 0.00 0.00 S9 Veld 1 0,000-1,000 Fu.C.1 0.00 144.33 0.000 0.000 143.77 144.89 144.89 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 144.33 141.94 3.071 144.33 0.000 0.000-2.31-2.31 2.31 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 144.33 0.00 0.000 0.000-144.89-144.89-143.77 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 100.74 0.000 0.000 100.11 101.37 101.37 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 100.74 98.05 3.071 100.74 0.000 0.000-2.60 2.60 2.60 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 100.74 0.00 0.000 0.000-101.37-101.37-100.11 0.00 0.00 S10 Veld 1 0,000-1,000 Fu.C.1 0.00 144.33 0.000 0.000 143.77 144.89 144.89 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 144.33 141.94 3.071 144.33 0.000 0.000-2.31-2.31 2.31 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 144.33 0.00 0.000 0.000-144.89-144.89-143.77 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 100.74 0.000 0.000 100.11 101.37 101.37 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 100.74 98.05 3.071 100.74 0.000 0.000-2.60 2.60 2.60 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 100.74 0.00 0.000 0.000-101.37-101.37-100.11 0.00 0.00 S11 Veld 1 0,000-1,000 Fu.C.1 0.00 144.33 0.000 0.000 143.77 144.89 144.89 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 144.33 141.94 3.071 144.33 0.000 0.000-2.31-2.31 2.31 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 144.33 0.00 0.000 0.000-144.89-144.89-143.77 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 100.74 0.000 0.000 100.11 101.37 101.37 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 100.74 98.05 3.071 100.74 0.000 0.000-2.60 2.60 2.60 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 100.74 0.00 0.000 0.000-101.37-101.37-100.11 0.00 0.00 S12 Veld 1 0,000-1,000 Fu.C.1 0.00 72.32 0.000 0.000 71.89 72.75 72.75 0.00 0.00 Veld 2 1,000-5,142 Fu.C.1 72.32 70.47 3.071 72.32 0.000 0.000-1.78 1.78 1.78 0.00 0.00 Veld 3 5,142-6,142 Fu.C.1 72.32 0.00 0.000 0.000-72.75-72.75-71.89 0.00 0.00 Veld 1 0,000-1,000 Fu.C.2 0.00 50.54 0.000 0.000 50.06 51.02 51.02 0.00 0.00 Veld 2 1,000-5,142 Fu.C.2 50.54 48.47 3.071 50.54 0.000 0.000-2.00 2.00 2.00 0.00 0.00 Veld 3 5,142-6,142 Fu.C.2 50.54 0.00 0.000 0.000-51.02-51.02-50.06 0.00 0.00 - - m - knm knm m knm m m kn kn kn knm knm AFB. FU.C. OPLEGREACTIES OMHULLENDE Fundamenteel Belastingscombinaties 105

FU.C. OPLEGREACTIES B.C. Oplegging Staaf Positie Mx My Z Fu.C.1 O1 S3 1.000-74.52 0.00 0.00 Fu.C.1 O2 S4 1.000-110.89 0.00 0.00 Fu.C.1 O3 S5 1.000-147.20 0.00 0.00 Fu.C.1 O4 S6 1.000-147.20 0.00 0.00 Fu.C.1 O5 S7 1.000-147.20 0.00 0.00 Fu.C.1 O6 S2 5.142-38.57 0.00 0.00 Fu.C.1 O7 S3 5.142-74.52 0.00 0.00 Fu.C.1 O8 S4 5.142-110.89 0.00 0.00 Fu.C.1 O9 S5 5.142-147.20 0.00 0.00 Fu.C.1 O10 S6 5.142-147.20 0.00 0.00 Fu.C.1 O11 S7 5.142-147.20 0.00 0.00 Fu.C.1 O12 S8 1.000-147.20 0.00 0.00 Fu.C.1 O13 S8 5.142-147.20 0.00 0.00 Fu.C.1 O14 S9 1.000-147.20 0.00 0.00 Fu.C.1 O15 S9 5.142-147.20 0.00 0.00 Fu.C.1 O16 S10 1.000-147.20 0.00 0.00 Fu.C.1 O17 S10 5.142-147.20 0.00 0.00 Fu.C.1 O18 S11 1.000-147.20 0.00 0.00 Fu.C.1 O19 S11 5.142-147.20 0.00 0.00 Fu.C.1 O20 S12 1.000-74.52 0.00 0.00 Fu.C.1 O21 S12 5.142-74.52 0.00 0.00 Fu.C.1 O22 S2 1.000-38.57 0.00 0.00 Som Reacties -2657.86 Som Lasten 2657.86 Fu.C.2 O1 S3 1.000-53.02 0.00 0.00 Fu.C.2 O2 S4 1.000-78.57 0.00 0.00 Fu.C.2 O3 S5 1.000-103.96 0.00 0.00 Fu.C.2 O4 S6 1.000-103.96 0.00 0.00 Fu.C.2 O5 S7 1.000-103.96 0.00 0.00 Fu.C.2 O6 S2 5.142-28.03 0.00 0.00 Fu.C.2 O7 S3 5.142-53.02 0.00 0.00 Fu.C.2 O8 S4 5.142-78.57 0.00 0.00 Fu.C.2 O9 S5 5.142-103.96 0.00 0.00 Fu.C.2 O10 S6 5.142-103.96 0.00 0.00 Fu.C.2 O11 S7 5.142-103.96 0.00 0.00 Fu.C.2 O12 S8 1.000-103.96 0.00 0.00 Fu.C.2 O13 S8 5.142-103.96 0.00 0.00 Fu.C.2 O14 S9 1.000-103.96 0.00 0.00 Fu.C.2 O15 S9 5.142-103.96 0.00 0.00 Fu.C.2 O16 S10 1.000-103.96 0.00 0.00 Fu.C.2 O17 S10 5.142-103.96 0.00 0.00 Fu.C.2 O18 S11 1.000-103.96 0.00 0.00 Fu.C.2 O19 S11 5.142-103.96 0.00 0.00 Fu.C.2 O20 S12 1.000-53.02 0.00 0.00 Fu.C.2 O21 S12 5.142-53.02 0.00 0.00 Fu.C.2 O22 S2 1.000-28.03 0.00 0.00 Som Reacties -1880.77 Som Lasten 1880.77 - - - m kn knm knm B.G. OPLEGREACTIES B.G. Oplegging Staaf Positie Mx My Z B.G.1 O1 S3 1.000-26.69 0.00 0.00 B.G.1 O2 S4 1.000-39.36 0.00 0.00 B.G.1 O3 S5 1.000-51.86 0.00 0.00 B.G.1 O4 S6 1.000-51.86 0.00 0.00 B.G.1 O5 S7 1.000-51.86 0.00 0.00 B.G.1 O6 S2 5.142-14.49 0.00 0.00 B.G.1 O7 S3 5.142-26.69 0.00 0.00 B.G.1 O8 S4 5.142-39.36 0.00 0.00 B.G.1 O9 S5 5.142-51.86 0.00 0.00 B.G.1 O10 S6 5.142-51.86 0.00 0.00 B.G.1 O11 S7 5.142-51.86 0.00 0.00 B.G.1 O12 S8 1.000-51.86 0.00 0.00 106

B.G. Oplegging Staaf Positie Z Mx My B.G.1 O13 S8 5.142-51.86 0.00 0.00 B.G.1 O14 S9 1.000-51.86 0.00 0.00 B.G.1 O15 S9 5.142-51.86 0.00 0.00 B.G.1 O16 S10 1.000-51.86 0.00 0.00 B.G.1 O17 S10 5.142-51.86 0.00 0.00 B.G.1 O18 S11 1.000-51.86 0.00 0.00 B.G.1 O19 S11 5.142-51.86 0.00 0.00 B.G.1 O20 S12 1.000-26.69 0.00 0.00 B.G.1 O21 S12 5.142-26.69 0.00 0.00 B.G.1 O22 S2 1.000-14.49 0.00 0.00 Som Reacties -940.45 Som Lasten 940.45 B.G.2 O1 S3 1.000-28.30 0.00 0.00 B.G.2 O2 S4 1.000-42.40 0.00 0.00 B.G.2 O3 S5 1.000-56.60 0.00 0.00 B.G.2 O4 S6 1.000-56.60 0.00 0.00 B.G.2 O5 S7 1.000-56.60 0.00 0.00 B.G.2 O6 S2 5.142-14.10 0.00 0.00 B.G.2 O7 S3 5.142-28.30 0.00 0.00 B.G.2 O8 S4 5.142-42.40 0.00 0.00 B.G.2 O9 S5 5.142-56.60 0.00 0.00 B.G.2 O10 S6 5.142-56.60 0.00 0.00 B.G.2 O11 S7 5.142-56.60 0.00 0.00 B.G.2 O12 S8 1.000-56.60 0.00 0.00 B.G.2 O13 S8 5.142-56.60 0.00 0.00 B.G.2 O14 S9 1.000-56.60 0.00 0.00 B.G.2 O15 S9 5.142-56.60 0.00 0.00 B.G.2 O16 S10 1.000-56.60 0.00 0.00 B.G.2 O17 S10 5.142-56.60 0.00 0.00 B.G.2 O18 S11 1.000-56.60 0.00 0.00 B.G.2 O19 S11 5.142-56.60 0.00 0.00 B.G.2 O20 S12 1.000-28.30 0.00 0.00 B.G.2 O21 S12 5.142-28.30 0.00 0.00 B.G.2 O22 S2 1.000-14.10 0.00 0.00 Som Reacties -1018.60 Som Lasten 1018.60 - - - m kn knm knm AFB. KA.C. VERPLAATSINGEN OMHULLENDE Karakteristiek Belastingscombinaties 107

KA.C. KNOOPVERPLAATSINGEN Knoop B.C. Xr Yr Z K1 Ka.C.(w1) 0.0020-1.787e-03 0.000e-03 K1 Ka.C.1 0.0029-2.641e-03 0.000e-03 K1 Ka.C.2 0.0042-3.921e-03 0.000e-03 K2 Ka.C.(w1) 0.0039-3.633e-03 0.000e-03 K2 Ka.C.1 0.0058-5.346e-03 0.000e-03 K2 Ka.C.2 0.0085-7.915e-03 0.000e-03 K3 Ka.C.(w1) 0.0045-3.940e-03 0.000e-03 K3 Ka.C.1 0.0065-5.784e-03 0.000e-03 K3 Ka.C.2 0.0096-8.550e-03 0.000e-03 K4 Ka.C.(w1) 0.0047-3.969e-03 0.000e-03 K4 Ka.C.1 0.0069-5.827e-03 0.000e-03 K4 Ka.C.2 0.0102-8.613e-03 0.000e-03 K5 Ka.C.(w1) 0.0047-3.969e-03 0.000e-03 K5 Ka.C.1 0.0069-5.827e-03 0.000e-03 K5 Ka.C.2 0.0102-8.613e-03 0.000e-03 K6 Ka.C.(w1) 0.0047-3.969e-03 0.000e-03 K6 Ka.C.1 0.0069-5.827e-03 0.000e-03 K6 Ka.C.2 0.0102-8.613e-03 0.000e-03 K7 Ka.C.(w1) 0.0047-3.969e-03 0.000e-03 K7 Ka.C.1 0.0069-5.827e-03 0.000e-03 K7 Ka.C.2 0.0102-8.613e-03 0.000e-03 K8 Ka.C.(w1) 0.0047-3.969e-03 0.000e-03 K8 Ka.C.1 0.0069-5.827e-03 0.000e-03 K8 Ka.C.2 0.0102-8.613e-03 0.000e-03 K9 Ka.C.(w1) 0.0047-3.969e-03 0.000e-03 K9 Ka.C.1 0.0069-5.827e-03 0.000e-03 K9 Ka.C.2 0.0102-8.613e-03 0.000e-03 K10 Ka.C.(w1) 0.0047-3.969e-03 0.000e-03 K10 Ka.C.1 0.0069-5.827e-03 0.000e-03 K10 Ka.C.2 0.0102-8.613e-03 0.000e-03 K11 Ka.C.(w1) 0.0039-3.633e-03 0.000e-03 K11 Ka.C.1 0.0058-5.346e-03 0.000e-03 K11 Ka.C.2 0.0085-7.915e-03 0.000e-03 K12 Ka.C.(w1) 0.0020 1.787e-03 0.000e-03 K12 Ka.C.1 0.0029 2.641e-03 0.000e-03 K12 Ka.C.2 0.0042 3.921e-03 0.000e-03 K13 Ka.C.(w1) 0.0039 3.633e-03 0.000e-03 K13 Ka.C.1 0.0058 5.346e-03 0.000e-03 K13 Ka.C.2 0.0085 7.915e-03 0.000e-03 K14 Ka.C.(w1) 0.0045 3.940e-03 0.000e-03 K14 Ka.C.1 0.0065 5.784e-03 0.000e-03 K14 Ka.C.2 0.0096 8.550e-03 0.000e-03 K15 Ka.C.(w1) 0.0047 3.969e-03 0.000e-03 K15 Ka.C.1 0.0069 5.827e-03 0.000e-03 K15 Ka.C.2 0.0102 8.613e-03 0.000e-03 K16 Ka.C.(w1) 0.0047 3.969e-03 0.000e-03 K16 Ka.C.1 0.0069 5.827e-03 0.000e-03 K16 Ka.C.2 0.0102 8.613e-03 0.000e-03 K17 Ka.C.(w1) 0.0047 3.969e-03 0.000e-03 K17 Ka.C.1 0.0069 5.827e-03 0.000e-03 K17 Ka.C.2 0.0102 8.613e-03 0.000e-03 K18 Ka.C.(w1) 0.0047 3.969e-03 0.000e-03 K18 Ka.C.1 0.0069 5.827e-03 0.000e-03 K18 Ka.C.2 0.0102 8.613e-03 0.000e-03 K19 Ka.C.(w1) 0.0047 3.969e-03 0.000e-03 K19 Ka.C.1 0.0069 5.827e-03 0.000e-03 K19 Ka.C.2 0.0102 8.613e-03 0.000e-03 K20 Ka.C.(w1) 0.0047 3.969e-03 0.000e-03 108

Knoop B.C. Z Xr Yr K20 Ka.C.1 0.0069 5.827e-03 0.000e-03 K20 Ka.C.2 0.0102 8.613e-03 0.000e-03 K21 Ka.C.(w1) 0.0047 3.969e-03 0.000e-03 K21 Ka.C.1 0.0069 5.827e-03 0.000e-03 K21 Ka.C.2 0.0102 8.613e-03 0.000e-03 K22 Ka.C.(w1) 0.0039 3.633e-03 0.000e-03 K22 Ka.C.1 0.0058 5.346e-03 0.000e-03 K22 Ka.C.2 0.0085 7.915e-03 0.000e-03 - - m rad rad KA.C. EXTREME DOORBUIGINGEN Staaf Veld Positie B.C. Veld Begin Veld Veld Eind Z Z'afst Z' Z S2 Veld 1 0,000-1,000 Ka.C.(w1) -0.0020 0.578 0.0000-0.0003 S2 Veld 2 1,000-5,142 Ka.C.(w1) -0.0003 3.071 0.0014-0.0003 S2 Veld 3 5,142-6,142 Ka.C.(w1) -0.0003 5.564 0.0000-0.0020 S2 Veld 1 0,000-1,000 Ka.C.1-0.0029 0.578 0.0001-0.0004 S2 Veld 2 1,000-5,142 Ka.C.1-0.0004 3.071 0.0021-0.0004 S2 Veld 3 5,142-6,142 Ka.C.1-0.0004 5.564 0.0001-0.0029 S2 Veld 1 0,000-1,000 Ka.C.2-0.0042 0.578 0.0001-0.0006 S2 Veld 2 1,000-5,142 Ka.C.2-0.0006 3.071 0.0032-0.0006 S2 Veld 3 5,142-6,142 Ka.C.2-0.0006 5.564 0.0001-0.0042 S3 Veld 1 0,000-1,000 Ka.C.(w1) -0.0039 0.578 0.0001-0.0005 S3 Veld 2 1,000-5,142 Ka.C.(w1) -0.0005 3.071 0.0030-0.0005 S3 Veld 3 5,142-6,142 Ka.C.(w1) -0.0005 5.564 0.0001-0.0039 S3 Veld 1 0,000-1,000 Ka.C.1-0.0058 0.578 0.0001-0.0008 S3 Veld 2 1,000-5,142 Ka.C.1-0.0008 3.071 0.0044-0.0008 S3 Veld 3 5,142-6,142 Ka.C.1-0.0008 5.564 0.0001-0.0058 S3 Veld 1 0,000-1,000 Ka.C.2-0.0085 0.578 0.0002-0.0011 S3 Veld 2 1,000-5,142 Ka.C.2-0.0011 3.071 0.0065-0.0011 S3 Veld 3 5,142-6,142 Ka.C.2-0.0011 5.564 0.0002-0.0085 S4 Veld 1 0,000-1,000 Ka.C.(w1) -0.0045 0.578 0.0001-0.0008 S4 Veld 2 1,000-5,142 Ka.C.(w1) -0.0008 3.071 0.0032-0.0008 S4 Veld 3 5,142-6,142 Ka.C.(w1) -0.0008 5.564 0.0001-0.0045 S4 Veld 1 0,000-1,000 Ka.C.1-0.0065 0.578 0.0001-0.0011 S4 Veld 2 1,000-5,142 Ka.C.1-0.0011 3.071 0.0048-0.0011 S4 Veld 3 5,142-6,142 Ka.C.1-0.0011 5.564 0.0001-0.0065 S4 Veld 1 0,000-1,000 Ka.C.2-0.0096 0.578 0.0002-0.0016 S4 Veld 2 1,000-5,142 Ka.C.2-0.0016 3.071 0.0071-0.0016 S4 Veld 3 5,142-6,142 Ka.C.2-0.0016 5.564 0.0002-0.0096 S5 Veld 1 0,000-1,000 Ka.C.(w1) -0.0047 0.578 0.0001-0.0010 S5 Veld 2 1,000-5,142 Ka.C.(w1) -0.0010 3.071 0.0033-0.0010 S5 Veld 3 5,142-6,142 Ka.C.(w1) -0.0010 5.564 0.0001-0.0047 S5 Veld 1 0,000-1,000 Ka.C.1-0.0069 0.578 0.0001-0.0015 S5 Veld 2 1,000-5,142 Ka.C.1-0.0015 3.071 0.0048-0.0015 S5 Veld 3 5,142-6,142 Ka.C.1-0.0015 5.564 0.0001-0.0069 S5 Veld 1 0,000-1,000 Ka.C.2-0.0102 0.577 0.0002-0.0022 S5 Veld 2 1,000-5,142 Ka.C.2-0.0022 3.071 0.0071-0.0022 S5 Veld 3 5,142-6,142 Ka.C.2-0.0022 5.565 0.0002-0.0102 S6 Veld 1 0,000-1,000 Ka.C.(w1) -0.0047 0.578 0.0001-0.0010 S6 Veld 2 1,000-5,142 Ka.C.(w1) -0.0010 3.071 0.0033-0.0010 S6 Veld 3 5,142-6,142 Ka.C.(w1) -0.0010 5.564 0.0001-0.0047 S6 Veld 1 0,000-1,000 Ka.C.1-0.0069 0.578 0.0001-0.0015 S6 Veld 2 1,000-5,142 Ka.C.1-0.0015 3.071 0.0048-0.0015 S6 Veld 3 5,142-6,142 Ka.C.1-0.0015 5.564 0.0001-0.0069 S6 Veld 1 0,000-1,000 Ka.C.2-0.0102 0.577 0.0002-0.0022 S6 Veld 2 1,000-5,142 Ka.C.2-0.0022 3.071 0.0071-0.0022 S6 Veld 3 5,142-6,142 Ka.C.2-0.0022 5.565 0.0002-0.0102 S7 Veld 1 0,000-1,000 Ka.C.(w1) -0.0047 0.578 0.0001-0.0010 S7 Veld 2 1,000-5,142 Ka.C.(w1) -0.0010 3.071 0.0033-0.0010 S7 Veld 3 5,142-6,142 Ka.C.(w1) -0.0010 5.564 0.0001-0.0047 S7 Veld 1 0,000-1,000 Ka.C.1-0.0069 0.578 0.0001-0.0015 S7 Veld 2 1,000-5,142 Ka.C.1-0.0015 3.071 0.0048-0.0015 S7 Veld 3 5,142-6,142 Ka.C.1-0.0015 5.564 0.0001-0.0069 109

Staaf Veld Positie B.C. Veld Begin Veld Veld Eind Z Z'afst Z' Z S7 Veld 1 0,000-1,000 Ka.C.2-0.0102 0.577 0.0002-0.0022 S7 Veld 2 1,000-5,142 Ka.C.2-0.0022 3.071 0.0071-0.0022 S7 Veld 3 5,142-6,142 Ka.C.2-0.0022 5.565 0.0002-0.0102 S8 Veld 1 0,000-1,000 Ka.C.(w1) -0.0047 0.578 0.0001-0.0010 S8 Veld 2 1,000-5,142 Ka.C.(w1) -0.0010 3.071 0.0033-0.0010 S8 Veld 3 5,142-6,142 Ka.C.(w1) -0.0010 5.564 0.0001-0.0047 S8 Veld 1 0,000-1,000 Ka.C.1-0.0069 0.578 0.0001-0.0015 S8 Veld 2 1,000-5,142 Ka.C.1-0.0015 3.071 0.0048-0.0015 S8 Veld 3 5,142-6,142 Ka.C.1-0.0015 5.564 0.0001-0.0069 S8 Veld 1 0,000-1,000 Ka.C.2-0.0102 0.577 0.0002-0.0022 S8 Veld 2 1,000-5,142 Ka.C.2-0.0022 3.071 0.0071-0.0022 S8 Veld 3 5,142-6,142 Ka.C.2-0.0022 5.565 0.0002-0.0102 S9 Veld 1 0,000-1,000 Ka.C.(w1) -0.0047 0.578 0.0001-0.0010 S9 Veld 2 1,000-5,142 Ka.C.(w1) -0.0010 3.071 0.0033-0.0010 S9 Veld 3 5,142-6,142 Ka.C.(w1) -0.0010 5.564 0.0001-0.0047 S9 Veld 1 0,000-1,000 Ka.C.1-0.0069 0.578 0.0001-0.0015 S9 Veld 2 1,000-5,142 Ka.C.1-0.0015 3.071 0.0048-0.0015 S9 Veld 3 5,142-6,142 Ka.C.1-0.0015 5.564 0.0001-0.0069 S9 Veld 1 0,000-1,000 Ka.C.2-0.0102 0.577 0.0002-0.0022 S9 Veld 2 1,000-5,142 Ka.C.2-0.0022 3.071 0.0071-0.0022 S9 Veld 3 5,142-6,142 Ka.C.2-0.0022 5.565 0.0002-0.0102 S10 Veld 1 0,000-1,000 Ka.C.(w1) -0.0047 0.578 0.0001-0.0010 S10 Veld 2 1,000-5,142 Ka.C.(w1) -0.0010 3.071 0.0033-0.0010 S10 Veld 3 5,142-6,142 Ka.C.(w1) -0.0010 5.564 0.0001-0.0047 S10 Veld 1 0,000-1,000 Ka.C.1-0.0069 0.578 0.0001-0.0015 S10 Veld 2 1,000-5,142 Ka.C.1-0.0015 3.071 0.0048-0.0015 S10 Veld 3 5,142-6,142 Ka.C.1-0.0015 5.564 0.0001-0.0069 S10 Veld 1 0,000-1,000 Ka.C.2-0.0102 0.577 0.0002-0.0022 S10 Veld 2 1,000-5,142 Ka.C.2-0.0022 3.071 0.0071-0.0022 S10 Veld 3 5,142-6,142 Ka.C.2-0.0022 5.565 0.0002-0.0102 S11 Veld 1 0,000-1,000 Ka.C.(w1) -0.0047 0.578 0.0001-0.0010 S11 Veld 2 1,000-5,142 Ka.C.(w1) -0.0010 3.071 0.0033-0.0010 S11 Veld 3 5,142-6,142 Ka.C.(w1) -0.0010 5.564 0.0001-0.0047 S11 Veld 1 0,000-1,000 Ka.C.1-0.0069 0.578 0.0001-0.0015 S11 Veld 2 1,000-5,142 Ka.C.1-0.0015 3.071 0.0048-0.0015 S11 Veld 3 5,142-6,142 Ka.C.1-0.0015 5.564 0.0001-0.0069 S11 Veld 1 0,000-1,000 Ka.C.2-0.0102 0.577 0.0002-0.0022 S11 Veld 2 1,000-5,142 Ka.C.2-0.0022 3.071 0.0071-0.0022 S11 Veld 3 5,142-6,142 Ka.C.2-0.0022 5.565 0.0002-0.0102 S12 Veld 1 0,000-1,000 Ka.C.(w1) -0.0039 0.578 0.0001-0.0005 S12 Veld 2 1,000-5,142 Ka.C.(w1) -0.0005 3.071 0.0030-0.0005 S12 Veld 3 5,142-6,142 Ka.C.(w1) -0.0005 5.564 0.0001-0.0039 S12 Veld 1 0,000-1,000 Ka.C.1-0.0058 0.578 0.0001-0.0008 S12 Veld 2 1,000-5,142 Ka.C.1-0.0008 3.071 0.0044-0.0008 S12 Veld 3 5,142-6,142 Ka.C.1-0.0008 5.564 0.0001-0.0058 S12 Veld 1 0,000-1,000 Ka.C.2-0.0085 0.578 0.0002-0.0011 S12 Veld 2 1,000-5,142 Ka.C.2-0.0011 3.071 0.0065-0.0011 S12 Veld 3 5,142-6,142 Ka.C.2-0.0011 5.564 0.0002-0.0085 - - m - m m m m UNITY CHECK NEN-EN1993-1-1:2009/NB:2011 Veld Toetsing Combinatie Artikel UC max C2-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,19 C2-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C2-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,36 C2-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,19 C2-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,21 C2-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,15 C2-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,19 C2-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C2-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,36 C3-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,37 110

Veld Toetsing Combinatie Artikel UC max C3-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C3-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,72 C3-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,37 C3-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,41 C3-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,31 C3-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,37 C3-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C3-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,72 C4-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,44 C4-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C4-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,78 C4-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,44 C4-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,48 C4-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,33 C4-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,44 C4-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C4-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,78 C5-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C5-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C5-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C5-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C5-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,52 C5-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,34 C5-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C5-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C5-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C6-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C6-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C6-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C6-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C6-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,52 C6-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,34 C6-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C6-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C6-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C7-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C7-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C7-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C7-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C7-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,52 C7-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,34 C7-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C7-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C7-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C8-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C8-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C8-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C8-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C8-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,52 C8-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,34 C8-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C8-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C8-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C9-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C9-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C9-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C9-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 111

Veld Toetsing Combinatie Artikel UC max C9-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,52 C9-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,34 C9-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C9-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C9-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C10-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C10-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C10-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C10-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C10-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,52 C10-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,34 C10-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C10-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C10-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C11-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C11-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C11-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C11-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C11-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,52 C11-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,34 C11-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,48 C11-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C11-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,79 C12-V1 (0.000-1.000) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,37 C12-V1 (0.000-1.000) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C12-V1 (0.000-1.000) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,72 C12-V2 (1.000-5.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,37 C12-V2 (1.000-5.142) Kiptoetsing Fu.C.1 NEN-EN1993-1-1(6.54) 0,41 C12-V2 (1.000-5.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,31 C12-V3 (5.142-6.142) Doorsnede Fu.C.1 NEN-EN1993-1-1(6.12) 0,37 C12-V3 (5.142-6.142) Kiptoetsing Fu.C.2 NEN-EN1993-1-1(6.54) 0,00 C12-V3 (5.142-6.142) Doorbuigingstoetsing Qu.C.1 NEN-EN NEN-EN1990/NB A1.4.2 0,72 112

AFB. STAAL UC DIAGRAM 113