*********************************************************************************** QUALIFICATION STATIQUE SELON AFNOR - PRECISION RECHERCHEE = 1% *********************************************************************************** CAS TEST AFNOR SSLL01 : POUTRE ELANCEE SUR DEUX APPUIS ENCASTRES POINT G / V, EFFORT TRANCHANT (N) = -540 ****** VALEUR BEAMSTRESS = -540.000000000014 ****** ECART (%) = 2.61058664397785E-12 POINT G / M, MOMENT FLECHISSANT (N.m) = 2800 ****** VALEUR BEAMSTRESS = 2800 ****** ECART (%) = 0 POINT G / v, FLECHE (mm) = -49 ****** VALEUR BEAMSTRESS = -49.0196078431372 ****** ECART (%) = .0400160064025101 POINT A / H, REACTION HORIZONTALE (N) = -24000 ****** VALEUR BEAMSTRESS = -24000 ****** ECART (%) = 0 CAS TEST VALIDE CAS TEST AFNOR SSLL02 : POUTRE COURTE SUR DEUX APPUIS ARTICULES PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) POINT C / v, FLECHE (mm) = -1.25926 ****** VALEUR BEAMSTRESS = -1.25925801961879 ****** ECART (%) = .000157265474019119 CAS TEST VALIDE CAS TEST AFNOR SSLL03 : POUTRE ELANCEE SUR TROIS APPUIS POINT B / M, MOMENT FLECHISSANT (N.m) = 63000 ****** VALEUR BEAMSTRESS = 62999.9999999999 ****** ECART (%) = 9.23931125610594E-14 POINT B / v, FLECHE (mm) = -10 ****** VALEUR BEAMSTRESS = -10 ****** ECART (%) = 3.5527136788005E-14 POINT B / V, REACTION (N) = 21000 ****** VALEUR BEAMSTRESS = 20999.9999999999 ****** ECART (%) = 4.33092715129966E-13 CAS TEST VALIDE CAS TEST AFNOR SSLL04 : STRUCTURE SPATIALE SUR APPUIS ELASTIQUES POINT A / MOMENT x (N.m) = -8437.5 ****** VALEUR BEAMSTRESS = -8438.14803030346 ****** ECART (%) = .00768035915216724 POINT A / MOMENT y (N.m) = -1562.5 ****** VALEUR BEAMSTRESS = -1562.19645632644 ****** ECART (%) = .0194267951078946 POINT A / MOMENT z (N.m) = 3125 ****** VALEUR BEAMSTRESS = 3124.67367699875 ****** ECART (%) = .0104423360400251 POINT B / MOMENT x (N.m) = 1562.5 ****** VALEUR BEAMSTRESS = 1562.60824403355 ****** ECART (%) = .00692761814741243 POINT B / MOMENT y (N.m) = 8437.5 ****** VALEUR BEAMSTRESS = 8437.04726935376 ****** ECART (%) = .00536569654799273 POINT B / MOMENT z (N.m) = 3125 ****** VALEUR BEAMSTRESS = 3124.93572372118 ****** ECART (%) = .00205684092234878 POINT A / vA, DEPLACEMENT (mm) = -29.762 ****** VALEUR BEAMSTRESS = -29.7639665530197 ****** ECART (%) = .00660759700202093 POINT A / TetaAx, ROTATION (rad) = 0.16071 ****** VALEUR BEAMSTRESS = .160726629148637 ****** ECART (%) = .0103473017466649 POINT D / wD, DEPLACEMENT (mm) = -370.04 ****** VALEUR BEAMSTRESS = -370.06814025465 ****** ECART (%) = .00760465210517717 CAS TEST VALIDE CAS TEST AFNOR SSLL05 : BILAME - POUTRES ENCASTREES RELIEES PAR UN ELEMENT INDEFORMABLE POINT B / v, FLECHE (mm) = -125 ****** VALEUR BEAMSTRESS = -125.000003097989 ****** ECART (%) = 2.47839140001815E-06 POINT D / v, FLECHE (mm) = -125 ****** VALEUR BEAMSTRESS = -125.000002097989 ****** ECART (%) = 1.67839140203796E-06 POINT A / V, REACTION (N) = 500 ****** VALEUR BEAMSTRESS = 500.00000360029 ****** ECART (%) = 7.20058062597673E-07 POINT A / M, MOMENT (N.m) = 500 ****** VALEUR BEAMSTRESS = 500.000006489179 ****** ECART (%) = 1.29783584270626E-06 POINT C / V, REACTION (N) = 500 ****** VALEUR BEAMSTRESS = 499.99999960029 ****** ECART (%) = 7.99419126451539E-08 POINT C / M, MOMENT (N.m) = 500 ****** VALEUR BEAMSTRESS = 500.000002489179 ****** ECART (%) = 4.97835867463436E-07 CAS TEST VALIDE CAS TEST AFNOR SSLL06 : ARC MINCE ENCASTRE EN FLEXION PLANE POINT B / u (mm) = 379.1 ****** VALEUR BEAMSTRESS = 378.569456791274 ****** ECART (%) = .139948089877661 POINT B / v (mm) = 241.7 ****** VALEUR BEAMSTRESS = 241.744664010971 ****** ECART (%) = .0184791108692202 POINT B / Teta (rad) = 0.1654 ****** VALEUR BEAMSTRESS = .165297172906197 ****** ECART (%) = .0621687386959516 CAS TEST VALIDE CAS TEST AFNOR SSLL07 : ARC MINCE ENCASTRE EN FLEXION HORS PLAN POINT B / uB (mm) = 134.62 ****** VALEUR BEAMSTRESS = 134.460011496533 ****** ECART (%) = .11884452790574 Teta=15° / Mt (N.m) = 74.1180 ****** VALEUR BEAMSTRESS = 74.0705922703298 ****** ECART (%) = .0639625052891114 Teta=15° / Mf (N.m) = -96.5925 ****** VALEUR BEAMSTRESS = -96.4883364254382 ****** ECART (%) = .107838159858961 CAS TEST VALIDE CAS TEST AFNOR SSLL08 : ARC MINCE BI-ARTICULE EN FLEXION PLANE POINT A / TetaA (rad) = -0.030774 ****** VALEUR BEAMSTRESS = -.0307972782154693 ****** ECART (%) = .0756424756914823 POINT B / TetaB (rad) = 0.030774 ****** VALEUR BEAMSTRESS = .0307972782167148 ****** ECART (%) = .075642479738618 POINT C / vC (mm) = -19.206 ****** VALEUR BEAMSTRESS = -19.2138812360183 ****** ECART (%) = .0410352807367642 POINT B / uB (mm) = 53.912 ****** VALEUR BEAMSTRESS = 53.8971868854066 ****** ECART (%) = .0274764701614562 CAS TEST VALIDE CAS TEST AFNOR SSLL09 : SYSTEME DE DEUX BARRES A TROIS ROTULES POINT C / vC, FLECHE (mm) = -3 ****** VALEUR BEAMSTRESS = -2.99980168425078 ****** ECART (%) = .0066105249740378 BARRE AC / Sigma, CONTRAINTE (MPa) = 70 ****** VALEUR BEAMSTRESS = 69.9984562737452 ****** ECART (%) = .00220532322111516 BARRE BC / Sigma, CONTRAINTE (MPa) = 70 ****** VALEUR BEAMSTRESS = 69.9984562737452 ****** ECART (%) = .00220532322111516 CAS TEST VALIDE CAS TEST AFNOR SSLL10 : PORTIQUE A LIAISONS LATERALES POINT A / Teta, ROTATION (rad) = 0.227118 ****** VALEUR BEAMSTRESS = .227118644460042 ****** ECART (%) = .000283755599511349 POINT A / MAB, MOMENT (N.m) = 11023.72 ****** VALEUR BEAMSTRESS = 11023.7288121989 ****** ECART (%) = 7.99385223298844E-05 POINT A / MAC, MOMENT (N.m) = 113.559 ****** VALEUR BEAMSTRESS = 113.559321777374 ****** ECART (%) = .000283356998362314 POINT A / MAD, MOMENT (N.m) = -12348.588 ****** VALEUR BEAMSTRESS = -12348.5875707809 ****** ECART (%) = 3.47585544098251E-06 POINT A / MAE, MOMENT (N.m) = 1211.2994 ****** VALEUR BEAMSTRESS = 1211.29943680468 ****** ECART (%) = 3.03844638656914E-06 CAS TEST VALIDE CAS TEST AFNOR SSLL11 : TREILLIS DE BARRES ARTICULEES SOUS UNE CHARGE PONCTUELLE POINT C / uC, DEPLACEMENT HORIZONTAL (mm) = 0.26517 ****** VALEUR BEAMSTRESS = .265165047856167 ****** ECART (%) = .00186753548011276 POINT C / vC, DEPLACEMENT VERTICAL (mm) = 0.08839 ****** VALEUR BEAMSTRESS = .0883883465087217 ****** ECART (%) = .001870676861944 POINT D / uD, DEPLACEMENT HORIZONTAL (mm) = 3.47902 ****** VALEUR BEAMSTRESS = 3.47902525606422 ****** ECART (%) = .000151078873446238 POINT D / vD, DEPLACEMENT VERTICAL (mm) = -5.60084 ****** VALEUR BEAMSTRESS = -5.60034563891356 ****** ECART (%) = .0088265525606649 CAS TEST VALIDE CAS TEST AFNOR SSLL13 : POUTRE SOUS-TENDUE PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) POINT CE / N, EFFORT DE TRACTION (N) = 584584 ****** VALEUR BEAMSTRESS = 584584.103605492 ****** ECART (%) = 1.77229434619634E-05 POINT H / M, MOMENT FLECHISSANT (N.m) = 49249.5 ****** VALEUR BEAMSTRESS = 49249.5305610795 ****** ECART (%) = 6.20535832045251E-05 POINT D / vD (mm) = -0.5428 ****** VALEUR BEAMSTRESS = -.542826513945226 ****** ECART (%) = .00488466197969645 CAS TEST VALIDE CAS TEST AFNOR SSLL14 : PORTIQUE PLAN ARTICULE EN PIED POINT A / V, REACTION VERTICALE (N) = 33233.24 ****** VALEUR BEAMSTRESS = 33233.2415466467 ****** ECART (%) = 4.65391481343414E-06 POINT A / H, REACTION HORIZONTALE (N) = 20609.548 ****** VALEUR BEAMSTRESS = 20609.5505080409 ****** ECART (%) = 1.21693151749987E-05 POINT C / vC (mm) = -31.60598 ****** VALEUR BEAMSTRESS = -31.6059954272846 ****** ECART (%) = 4.88112836848163E-05 CAS TEST VALIDE CAS TEST AFNOR SSLL15 : POUTRE SUR SOL ELASTIQUE, EXTREMITES LIBRES POINT C / MC, MOMENT FLECHISSANT (N.m) = 5759 ****** VALEUR BEAMSTRESS = 5753.2395921587 ****** ECART (%) = .1000244459333 POINT C / vC, FLECHE (mm) = -6.844 ****** VALEUR BEAMSTRESS = -6.85426171871333 ****** ECART (%) = .149937444671651 POINT A / vA, FLECHE (mm) = -7.854 ****** VALEUR BEAMSTRESS = -7.86465899127555 ****** ECART (%) = .135714174631454 POINT A / TetaA, ROTATION (rad) = 0.000706 ****** VALEUR BEAMSTRESS = .000701895527130708 ****** ECART (%) = .581370094800568 CAS TEST VALIDE CAS TEST AFNOR SSLL16 : POUTRE SUR SOL ELASTIQUE, EXTREMITES ARTICULEES POINT A / TetaA, ROTATION (rad) = -0.003045 ****** VALEUR BEAMSTRESS = -.0030437647100342 ****** ECART (%) = .0405678149686909 POINT A / VA, REACTION (N) = 11674 ****** VALEUR BEAMSTRESS = 11621.0058353479 ****** ECART (%) = .453950356793513 POINT D / vD, FLECHE (mm) = -4.23326 ****** VALEUR BEAMSTRESS = -4.23172994157262 ****** ECART (%) = .0361437385698668 POINT D / MD, MOMENT FLECHISSANT (N.m) = -33840 ****** VALEUR BEAMSTRESS = -33817.284951653 ****** ECART (%) = .067124847361099 CAS TEST VALIDE *********************************************************************************** QUALIFICATION DYNAMIQUE SELON AFNOR - PRECISION RECHERCHEE = 1.5% *********************************************************************************** REMARQUE : L'EXTRACTION MODALE EST MENEE AVEC L'ALGORITHME TRIDIAGONALISATION+ITERATIONS INVERSES CET ALGORITHME EXTRAIT LE NOMBRE DE FREQUENCES PROPRES DEMANDE PAR L'UTILISATEUR CAS TEST AFNOR SDLL01 : POUTRE COURTE SUR APPUIS SIMPLES (EXCENTRES OU SUR LA FIBRE NEUTRE) LES VALEURS REFERENCE PRENNENT EN COMPTE LES DEFORMATIONS D'EFFORT TRANCHANT ET L'INERTIE ROTATIONNELLE PROBLEME 1 : SUR LA FIBRE NEUTRE LES MODES ETUDIES SONT LES MODES DANS LE PLAN : ON ECARTE LES MODES HORS PLAN PAR SIMPLE VISUALISATION OU ANALYSE DES MASSES PARTICIPANTES ON RETIENT AINSI LES 4 PREMIERS MODES DE FLEXION ET LES 2 PREMIERS MODES DE TRACTION MODE 1 (Hz) = 431.555 ****** VALEUR BEAMSTRESS = 431.892184870457 ****** ECART (%) = .0781325370943363 MODE 2 (Hz) = 1265.924 ****** VALEUR BEAMSTRESS = 1266.00555268232 ****** ECART (%) = .00644214678895962 MODE 3 (Hz) = 1498.295 ****** VALEUR BEAMSTRESS = 1500.76915084614 ****** ECART (%) = .165131088747163 MODE 4 (Hz) = 2870.661 ****** VALEUR BEAMSTRESS = 2873.55125995865 ****** ECART (%) = .100682733302585 MODE 5 (Hz) = 3797.773 ****** VALEUR BEAMSTRESS = 3799.96924695858 ****** ECART (%) = .0578298639381341 MODE 6 (Hz) = 4377.837 ****** VALEUR BEAMSTRESS = 4370.85350917487 ****** ECART (%) = .159519206063064 CAS TEST VALIDE PROBLEME 2 : FIBRE NEUTRE EXCENTREE PAS DE SOLUTION ANALYTIQUE : LES VALEURS REFERENCE SONT CELLES DU CODE_ASTER MODE 1 (Hz) = 394.4774 ****** VALEUR BEAMSTRESS = 394.324900820088 ****** ECART (%) = .0386585340279896 MODE 2 (Hz) = 922.6072 ****** VALEUR BEAMSTRESS = 918.348545372103 ****** ECART (%) = .461589138681896 MODE 3 (Hz) = 1638.2311 ****** VALEUR BEAMSTRESS = 1635.00942179206 ****** ECART (%) = .196655905747332 MODE 4 (Hz) = 2778.7 ****** VALEUR BEAMSTRESS = 2776.5556001706 ****** ECART (%) = .0771727724980233 MODE 5 (Hz) = 3261.6699 ****** VALEUR BEAMSTRESS = 3248.6243544117 ****** ECART (%) = .399965232174553 CAS TEST VALIDE CAS TEST AFNOR SDLL02 : POUTRE ELANCEE ENCASTREE-LIBRE, REPLIEE SUR ELLE-MEME MODE 1 (Hz) = 11.76 ****** VALEUR BEAMSTRESS = 11.7627714398031 ****** ECART (%) = .0235666649920129 MODE 2 (Hz) = 11.76 ****** VALEUR BEAMSTRESS = 11.7633171992377 ****** ECART (%) = .028207476510761 MODE 3 (Hz) = 105.88 ****** VALEUR BEAMSTRESS = 105.84257991141 ****** ECART (%) = .0353419801570734 MODE 4 (Hz) = 105.88 ****** VALEUR BEAMSTRESS = 105.862584608904 ****** ECART (%) = .0164482348852263 MODE 5 (Hz) = 294.1 ****** VALEUR BEAMSTRESS = 293.896894867496 ****** ECART (%) = .0690598886448501 MODE 6 (Hz) = 294.1 ****** VALEUR BEAMSTRESS = 294.02275322428 ****** ECART (%) = .0262654796735511 MODE 7 (Hz) = 576.44 ****** VALEUR BEAMSTRESS = 575.70021612225 ****** ECART (%) = .12833666604504 MODE 8 (Hz) = 576.44 ****** VALEUR BEAMSTRESS = 576.177682413848 ****** ECART (%) = .0455064856970359 CAS TEST VALIDE CAS TEST AFNOR SDLL03 : POUTRE ELANCEE ENCASTREE-ENCASTREE AVEC INERTIES DIFFERENTES PROFILES IDENTIFIES : IPE200 ET IPE300 SEUL LE MODE DE FLEXION DANS LE PLAN INTERESSE LE TEST (ANALYSE DES MASSES PARTICIPANTES) MODE 1 (Hz) = 63.009 ****** VALEUR BEAMSTRESS = 62.6729539965654 ****** ECART (%) = .533330164634615 CAS TEST VALIDE CAS TEST AFNOR SDLL04 : POUTRE ELANCEE SUR 2 APPUIS, COUPLEE A UN SYSTEME DISCRET MASSE-RESSORT MODE 1 (Hz) = 1.5707 ****** VALEUR BEAMSTRESS = 1.57076616200377 ****** ECART (%) = .00421226228849641 MODE 2 (Hz) = 6.2831 ****** VALEUR BEAMSTRESS = 6.28270432015506 ****** ECART (%) = .00629752582236363 CAS TEST VALIDE CAS TEST AFNOR SDLL05 : POUTRE ELANCEE SUR 2 APPUIS, SOUMISE A UN CHARGEMENT AXIAL FORCE AXIALE NULLE. SEULS LES MODES DANS LE PLAN SONT RETENUS SOIENT LES MODES 1 ET 3 MODE 1 (Hz) = 28.702 ****** VALEUR BEAMSTRESS = 28.6933943023576 ****** ECART (%) = .0299829198049475 MODE 2 (Hz) = 114.807 ****** VALEUR BEAMSTRESS = 114.68700026156 ****** ECART (%) = .104523015530512 CAS TEST VALIDE CAS TEST AFNOR SDLL08 : GRILLAGE PLAN DE POUTRES (PROFILES METALLIQUES) SEULE L'INERTIE FORTE EST A PRENDRE EN COMPTE SELON TEST AFNOR - ON CHOISIRA IZ=IT=10000CM4 ON NE RETIENT QUE LES MODES SYMETRIQUES SOIENT LES MODES 1 et 3 LE MODE 2 EST EGAL A ENVIRON 23HZ : IL S'AGIT D'UN MODE ANTISYMETRIQUE RETROUVE EGALEMENT AVEC CODE_ASTER MODE 1 (Hz) = 16.456 ****** VALEUR BEAMSTRESS = 16.4190584381716 ****** ECART (%) = .224486885199338 MODE 2 (Hz) = 38.165 ****** VALEUR BEAMSTRESS = 37.8559073722397 ****** ECART (%) = .809885045880389 CAS TEST VALIDE CAS TEST AFNOR SDLL09 : POUTRE ELANCEE DE SECTION RECTANGULAIRE VARIABLE (ENCASTREE-LIBRE) S'AGISSANT D'UNE SECTION VARIABLE MODELISEE DE MANIERE SIMPLIFIEE, ON S'AUTORISE UN DEPASSEMENT DE 4% SUR LE MODE 1 MODE 1 (Hz) = 54.18 ****** VALEUR BEAMSTRESS = 56.1168394152068 ****** ECART (%) = 3.5748235791931 MODE 2 (Hz) = 171.94 ****** VALEUR BEAMSTRESS = 174.032595400874 ****** ECART (%) = 1.21704978531668 MODE 3 (Hz) = 384.4 ****** VALEUR BEAMSTRESS = 385.103655468075 ****** ECART (%) = .183052931341006 MODE 4 (Hz) = 697.24 ****** VALEUR BEAMSTRESS = 695.077353895528 ****** ECART (%) = .31017240899428 MODE 5 (Hz) = 1112.28 ****** VALEUR BEAMSTRESS = 1105.28008236196 ****** ECART (%) = .629330531703917 CAS TEST VALIDE CAS TEST AFNOR SDLL10 : POUTRE ELANCEE DE SECTION RECTANGULAIRE VARIABLE (ENCASTREE-ENCASTREE) ON NE RETIENT QUE LES MODES PLANS - PAR VISUALISATION MODALE ON ELIMINE AINSI LES MODES 2 ET 4 MODE 1 (Hz) = 143.303 ****** VALEUR BEAMSTRESS = 144.710213908294 ****** ECART (%) = .981984960743348 MODE 2 (Hz) = 396.821 ****** VALEUR BEAMSTRESS = 397.901887109523 ****** ECART (%) = .272386569643064 MODE 3 (Hz) = 779.425 ****** VALEUR BEAMSTRESS = 783.305361731277 ****** ECART (%) = .497849277515739 MODE 4 (Hz) = 1289.577 ****** VALEUR BEAMSTRESS = 1292.07201003071 ****** ECART (%) = .1934750721134 CAS TEST VALIDE CAS TEST AFNOR SDLL11 : ANNEAU CIRCULAIRE MINCE LIBRE-LIBRE LES 6 PREMIERS MODES CALCULES SONT NULS CAR IL S'AGIT DE MODES DE ROTATION ET DE TRANSLATION D'ENSEMBLE - CF AFNOR MODE 1 (Hz) = 318.36 ****** VALEUR BEAMSTRESS = 320.868924817148 ****** ECART (%) = .788077904619766 MODE 2 (Hz) = 318.36 ****** VALEUR BEAMSTRESS = 320.916848308961 ****** ECART (%) = .803131143661482 MODE 3 (Hz) = 511 ****** VALEUR BEAMSTRESS = 511.021465494408 ****** ECART (%) = .00420068383720527 MODE 4 (Hz) = 511 ****** VALEUR BEAMSTRESS = 511.1723941942 ****** ECART (%) = .0337366329157669 MODE 5 (Hz) = 900.46 ****** VALEUR BEAMSTRESS = 907.107779681677 ****** ECART (%) = .738264851484474 MODE 6 (Hz) = 900.46 ****** VALEUR BEAMSTRESS = 907.107833352861 ****** ECART (%) = .738270811902938 MODE 7 (Hz) = 1590 ****** VALEUR BEAMSTRESS = 1586.69241006153 ****** ECART (%) = .208024524432237 MODE 8 (Hz) = 1590 ****** VALEUR BEAMSTRESS = 1586.69266183218 ****** ECART (%) = .208008689800302 MODE 9 (Hz) = 1726.55 ****** VALEUR BEAMSTRESS = 1737.93476526545 ****** ECART (%) = .659393893339524 MODE 10 (Hz) = 1726.55 ****** VALEUR BEAMSTRESS = 1738.06273481205 ****** ECART (%) = .666805757843742 MODE 11 (Hz) = 2792.21 ****** VALEUR BEAMSTRESS = 2808.12621923125 ****** ECART (%) = .570022284543398 MODE 12 (Hz) = 2792.21 ****** VALEUR BEAMSTRESS = 2808.12635718559 ****** ECART (%) = .570027225229924 MODE 13 (Hz) = 3184 ****** VALEUR BEAMSTRESS = 3172.20290019754 ****** ECART (%) = .370511928469129 MODE 14 (Hz) = 3184 ****** VALEUR BEAMSTRESS = 3172.98339267201 ****** ECART (%) = .345998973868924 CAS TEST VALIDE CAS TEST AFNOR SDLL12 : ANNEAU CIRCULAIRE MINCE ENCASTRE EN 2 POINTS ON NE RETIENT QUE LES MODES PLANS - PAR VISUALISATION MODALE ON ELIMINE AINSI LES MODES HORS PLAN MODE 1 (Hz) = 235.3 ****** VALEUR BEAMSTRESS = 237.021696164302 ****** ECART (%) = .731702577263708 MODE 2 (Hz) = 575.3 ****** VALEUR BEAMSTRESS = 579.120822635381 ****** ECART (%) = .664144382996946 MODE 3 (Hz) = 1105.7 ****** VALEUR BEAMSTRESS = 1112.42671772336 ****** ECART (%) = .608367344068404 MODE 4 (Hz) = 1405.6 ****** VALEUR BEAMSTRESS = 1413.96848168571 ****** ECART (%) = .595367222944479 MODE 5 (Hz) = 1751.1 ****** VALEUR BEAMSTRESS = 1758.61555735321 ****** ECART (%) = .429190643207643 MODE 6 (Hz) = 2557 ****** VALEUR BEAMSTRESS = 2565.73248518808 ****** ECART (%) = .341512913104485 MODE 7 (Hz) = 2801.5 ****** VALEUR BEAMSTRESS = 2767.82613711944 ****** ECART (%) = 1.20199403464414 CAS TEST VALIDE CAS TEST AFNOR SDLL13 : ANNEAU CIRCULAIRE MINCE SUSPENDU PAR UNE PATTE ELASTIQUE ON NE RETIENT QUE LES MODES PLANS - PAR VISUALISATION MODALE ON ELIMINE AINSI LES MODES HORS PLAN MODE 1 (Hz) = 28.8 ****** VALEUR BEAMSTRESS = 28.9399866098604 ****** ECART (%) = .486064617570935 MODE 2 (Hz) = 189.3 ****** VALEUR BEAMSTRESS = 190.656931203093 ****** ECART (%) = .716815215580263 MODE 3 (Hz) = 268.8 ****** VALEUR BEAMSTRESS = 271.404034557607 ****** ECART (%) = .968762856252501 MODE 4 (Hz) = 641 ****** VALEUR BEAMSTRESS = 646.527792375059 ****** ECART (%) = .86237010531338 MODE 5 (Hz) = 682 ****** VALEUR BEAMSTRESS = 686.406917267981 ****** ECART (%) = .646175552489872 MODE 6 (Hz) = 1063 ****** VALEUR BEAMSTRESS = 1067.32951199011 ****** ECART (%) = .407291814685726 CAS TEST VALIDE CAS TEST AFNOR SDLL14 : MODES DE VIBRATION D'UN COUDE DE TUYAUTERIE MINCE MODE 1 (Hz) = 17.9 ****** VALEUR BEAMSTRESS = 17.6591765447159 ****** ECART (%) = 1.34538243175479 MODE 2 (Hz) = 24.8 ****** VALEUR BEAMSTRESS = 24.4315863134026 ****** ECART (%) = 1.48553905886045 MODE 3 (Hz) = 25.3 ****** VALEUR BEAMSTRESS = 24.9477807757297 ****** ECART (%) = 1.39217084691834 MODE 4 (Hz) = 27 ****** VALEUR BEAMSTRESS = 26.7234927206082 ****** ECART (%) = 1.0241010347845 CAS TEST VALIDE CAS TEST AFNOR SDLL15 : POUTRE ELANCEE ENCASTREE-LIBRE AVEC MASSE OU INERTIE EXCENTREE DANS LE CAS DE CE TEST, ON NE PREND PAS EN COMPTE L'INERTIE ROTATIONNELLE POUR MIEUX CALER AVEC LES VALEURS REFERENCE 1ER CAS : EXCENTREMENT NUL MODE 1 (Hz) = 1.65 ****** VALEUR BEAMSTRESS = 1.65543330491246 ****** ECART (%) = .329291206815836 MODE 2 (Hz) = 1.65 ****** VALEUR BEAMSTRESS = 1.65543330870923 ****** ECART (%) = .329291436922733 MODE 3 (Hz) = 16.07 ****** VALEUR BEAMSTRESS = 16.0711618435361 ****** ECART (%) = .00722989132615802 MODE 4 (Hz) = 16.07 ****** VALEUR BEAMSTRESS = 16.0711618447636 ****** ECART (%) = .00722989896447032 MODE 5 (Hz) = 50.02 ****** VALEUR BEAMSTRESS = 50.0239968880463 ****** ECART (%) = .00799057986073108 MODE 6 (Hz) = 50.02 ****** VALEUR BEAMSTRESS = 50.0239968882728 ****** ECART (%) = .00799058031349255 MODE 7 (Hz) = 76.47 ****** VALEUR BEAMSTRESS = 76.4727124345698 ****** ECART (%) = .00354705710704678 MODE 8 (Hz) = 80.47 ****** VALEUR BEAMSTRESS = 80.4687579077946 ****** ECART (%) = .00154354691864094 MODE 9 (Hz) = 103.2 ****** VALEUR BEAMSTRESS = 103.204377101202 ****** ECART (%) = .00424137713385473 MODE 10 (Hz) = 103.2 ****** VALEUR BEAMSTRESS = 103.204377101285 ****** ECART (%) = .00424137721431405 2EME CAS : EXCENTREMENT DE 1M MODE 1 (Hz) = 1.636 ****** VALEUR BEAMSTRESS = 1.63709980552127 ****** ECART (%) = .0672252763612119 MODE 2 (Hz) = 1.642 ****** VALEUR BEAMSTRESS = 1.64970331278634 ****** ECART (%) = .469142069813409 MODE 3 (Hz) = 13.46 ****** VALEUR BEAMSTRESS = 13.4536020670644 ****** ECART (%) = .0475329341427412 MODE 4 (Hz) = 13.59 ****** VALEUR BEAMSTRESS = 13.5930438041367 ****** ECART (%) = .0223973814324768 MODE 5 (Hz) = 28.9 ****** VALEUR BEAMSTRESS = 28.8968378398355 ****** ECART (%) = .0109417306728751 MODE 6 (Hz) = 31.96 ****** VALEUR BEAMSTRESS = 31.949326353492 ****** ECART (%) = .0333968914518695 MODE 7 (Hz) = 61.61 ****** VALEUR BEAMSTRESS = 61.6089202920483 ****** ECART (%) = .00175248815406188 MODE 8 (Hz) = 63.93 ****** VALEUR BEAMSTRESS = 63.9076229897078 ****** ECART (%) = .0350023624154927 CAS TEST VALIDE CAS TEST AFNOR SDLL16 : ANNEAU MINCE LIBRE-LIBRE AVEC UNE MASSE PONCTUELLE LES 6 PREMIERS MODES CALCULES SONT NULS CAR IL S'AGIT DE MODES DE ROTATION ET DE TRANSLATION D'ENSEMBLE - CF AFNOR MODE 1 (Hz) = 227.29 ****** VALEUR BEAMSTRESS = 229.065875587616 ****** ECART (%) = .781325877784147 MODE 2 (Hz) = 297.87 ****** VALEUR BEAMSTRESS = 300.925079374714 ****** ECART (%) = 1.02564184869703 MODE 3 (Hz) = 409.8 ****** VALEUR BEAMSTRESS = 409.464759523927 ****** ECART (%) = .0818058750788355 MODE 4 (Hz) = 510.2 ****** VALEUR BEAMSTRESS = 511.021465520444 ****** ECART (%) = .161008530075311 MODE 5 (Hz) = 718.42 ****** VALEUR BEAMSTRESS = 723.407680677796 ****** ECART (%) = .694256935747365 MODE 6 (Hz) = 873.88 ****** VALEUR BEAMSTRESS = 882.485704224427 ****** ECART (%) = .98476955925606 CAS TEST VALIDE CAS TEST AFNOR SDLX01 : FLEXION D'UN PORTIQUE SYMETRIQUE SEULS LES MODES DANS LE PLAN, METTANT EN JEU L'INERTIE IZ, DOIVENT ETRE RETENUS (METTRE PAR EXEMPLE IY=IT=10000CM4) MODE 1 (Hz) = 8.8 ****** VALEUR BEAMSTRESS = 8.78208175192365 ****** ECART (%) = .203616455413073 MODE 2 (Hz) = 29.4 ****** VALEUR BEAMSTRESS = 29.4416854523403 ****** ECART (%) = .14178725285815 MODE 3 (Hz) = 43.8 ****** VALEUR BEAMSTRESS = 43.8492167144562 ****** ECART (%) = .112366927982274 MODE 4 (Hz) = 56.3 ****** VALEUR BEAMSTRESS = 56.3029164156929 ****** ECART (%) = .00518013444567596 MODE 5 (Hz) = 96.2 ****** VALEUR BEAMSTRESS = 96.1842967375439 ****** ECART (%) = .0163235576466734 MODE 6 (Hz) = 102.6 ****** VALEUR BEAMSTRESS = 102.698964418671 ****** ECART (%) = .0964565484120337 MODE 7 (Hz) = 147.1 ****** VALEUR BEAMSTRESS = 147.104687130565 ****** ECART (%) = .00318635660464259 MODE 8 (Hz) = 174.8 ****** VALEUR BEAMSTRESS = 174.942806790946 ****** ECART (%) = .0816972488248109 MODE 9 (Hz) = 178.8 ****** VALEUR BEAMSTRESS = 178.914973077544 ****** ECART (%) = .0643026160757887 MODE 10 (Hz) = 206 ****** VALEUR BEAMSTRESS = 206.229448089208 ****** ECART (%) = .111382567576592 MODE 11 (Hz) = 266.4 ****** VALEUR BEAMSTRESS = 266.630095831346 ****** ECART (%) = .086372309063976 MODE 12 (Hz) = 320 ****** VALEUR BEAMSTRESS = 320.379899297826 ****** ECART (%) = .118718530570501 MODE 13 (Hz) = 335 ****** VALEUR BEAMSTRESS = 335.383374587511 ****** ECART (%) = .114440175376558 CAS TEST VALIDE CAS TEST AFNOR SDLX02 : PROBLEME DE HOVGAARD - TUYAUTERIE AVEC COUDES FLEXIBLES SELON PRECONISATION AFNOR, LES COUDES SONT MODELISES AVEC UNE INERTIE DIVISEE PAR UN COEFFICIENT DE FLEXIBILITE DE 2.339 LES VALEURS REFERENCE SONT CELLES OBTENUES AVEC LA MATRICE DE MASSE COMPLETE ET NON LA MATRICE DIAGONALE CES VALEURS REFERENCE SONT DISPONIBLES DANS LE DOCUMENT DE VALIDATION SDLX02 DU CODE_ASTER MODE 1 (Hz) = 10.39 ****** VALEUR BEAMSTRESS = 10.4104716706234 ****** ECART (%) = .197032441034037 MODE 2 (Hz) = 20.02 ****** VALEUR BEAMSTRESS = 20.0451021234988 ****** ECART (%) = .125385232261796 MODE 3 (Hz) = 25.45 ****** VALEUR BEAMSTRESS = 25.5272412690783 ****** ECART (%) = .303502039600197 MODE 4 (Hz) = 48.32 ****** VALEUR BEAMSTRESS = 48.4702102247751 ****** ECART (%) = .310865531405336 MODE 5 (Hz) = 52.6 ****** VALEUR BEAMSTRESS = 52.6468692359684 ****** ECART (%) = .08910501134673 MODE 6 (Hz) = 84.81 ****** VALEUR BEAMSTRESS = 84.5917225137034 ****** ECART (%) = .257372345592012 MODE 7 (Hz) = 87.16 ****** VALEUR BEAMSTRESS = 87.185211066817 ****** ECART (%) = .0289250422406828 MODE 8 (Hz) = 129.31 ****** VALEUR BEAMSTRESS = 129.186966673394 ****** ECART (%) = .0951460262982128 MODE 9 (Hz) = 131.69 ****** VALEUR BEAMSTRESS = 131.831824799667 ****** ECART (%) = .107695952363216 CAS TEST VALIDE *********************************************************************************** QUALIFICATION DYNAMIQUE COMPLEMENTAIRE (CODE_ASTER) - PRECISION RECHERCHEE = 1.5% *********************************************************************************** CAS TEST CODE_ASTER SDLL23 : POUTRE ENCASTREE-LIBRE SOUMISE A UN SEISME CODE_ASTER FOURNIT EGALEMENT LES FACTEURS DE PARTICIPATION (ON RAPPELLE QUE MASSES PARTICIPANTES = FACTEURS DE PARTICIPATION ^2) MODE 1 (Hz) = .24691 ****** VALEUR BEAMSTRESS = .246845729539936 ****** ECART (%) = .0260299137595876 MODE 2 (Hz) = .41666 ****** VALEUR BEAMSTRESS = .416169212817793 ****** ECART (%) = .117790808382712 MODE 3 (Hz) = 7.4074 ****** VALEUR BEAMSTRESS = 7.393532557406 ****** ECART (%) = .187210662229674 MODE 4 (Hz) = 12.5 ****** VALEUR BEAMSTRESS = 12.4678327565151 ****** ECART (%) = .25733794787952 MODE 5 (Hz) = 27.777 ****** VALEUR BEAMSTRESS = 27.508833975931 ****** ECART (%) = .965424718540698 MODE 6 (Hz) = 41.666 ****** VALEUR BEAMSTRESS = 41.7422329587804 ****** ECART (%) = .182962028465505 MASSE PARTICIPANTE EN Z DU MODE 1 (kg) = 5372.89 ****** VALEUR BEAMSTRESS = 5375.24276192775 ****** ECART (%) = .0437895048614805 MASSE PARTICIPANTE EN Y DU MODE 2 (kg) = 5372.89 ****** VALEUR BEAMSTRESS = 5375.24319316693 ****** ECART (%) = .0437975310667145 MASSE PARTICIPANTE EN Z DU MODE 3 (kg) = 49729 ****** VALEUR BEAMSTRESS = 49624.6843244094 ****** ECART (%) = .209768295341987 MASSE PARTICIPANTE EN Y DU MODE 4 (kg) = 49729 ****** VALEUR BEAMSTRESS = 49624.1767610741 ****** ECART (%) = .210788953982383 MASSE PARTICIPANTE EN X DU MODE 5 (kg) = 16900 ****** VALEUR BEAMSTRESS = 16935.5716485297 ****** ECART (%) = .210483127394663 MASSE PARTICIPANTE EN X DU MODE 6 (kg) = 38025 ****** VALEUR BEAMSTRESS = 38064.4286913983 ****** ECART (%) = .103691496116506 CAS TEST VALIDE CAS TEST CODE_ASTER SDLL108 : TABLE A CAFE DE NEUBERT PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) MODE 1 (Hz) = 110.857 ****** VALEUR BEAMSTRESS = 110.937141320077 ****** ECART (%) = .072292521065364 MODE 2 (Hz) = 115.471 ****** VALEUR BEAMSTRESS = 115.557575901513 ****** ECART (%) = .0749763157099914 MODE 3 (Hz) = 135.936 ****** VALEUR BEAMSTRESS = 136.030741598525 ****** ECART (%) = .0696957380860056 MODE 4 (Hz) = 213.541 ****** VALEUR BEAMSTRESS = 213.764037357922 ****** ECART (%) = .104447088812859 MODE 5 (Hz) = 417.332 ****** VALEUR BEAMSTRESS = 417.418039506918 ****** ECART (%) = .0206165611354406 MODE 6 (Hz) = 434.813 ****** VALEUR BEAMSTRESS = 434.850373884863 ****** ECART (%) = .00859539270056012 MODE 7 (Hz) = 464.097 ****** VALEUR BEAMSTRESS = 464.136274620696 ****** ECART (%) = .00846258878980795 MODE 8 (Hz) = 557.262 ****** VALEUR BEAMSTRESS = 557.161618861362 ****** ECART (%) = .0180132753781474 MODE 9 (Hz) = 821.746 ****** VALEUR BEAMSTRESS = 822.469429397702 ****** ECART (%) = .0880356457716101 MODE 10 (Hz) = 847.071 ****** VALEUR BEAMSTRESS = 847.884899872782 ****** ECART (%) = .096084020440058 MODE 11 (Hz) = 978.174 ****** VALEUR BEAMSTRESS = 978.880898003871 ****** ECART (%) = .0722671021588013 MODE 12 (Hz) = 991.842 ****** VALEUR BEAMSTRESS = 991.615724000675 ****** ECART (%) = .0228137142130412 MODE 13 (Hz) = 1021.669 ****** VALEUR BEAMSTRESS = 1022.62407758019 ****** ECART (%) = .0934820945132587 MODE 14 (Hz) = 1040.24 ****** VALEUR BEAMSTRESS = 1041.80388870808 ****** ECART (%) = .15033922057215 MODE 15 (Hz) = 1056.948 ****** VALEUR BEAMSTRESS = 1057.2511932195 ****** ECART (%) = .0286857271597011 MODE 16 (Hz) = 1088.861 ****** VALEUR BEAMSTRESS = 1088.23392782596 ****** ECART (%) = .0575897358832881 MODE 17 (Hz) = 1093.157 ****** VALEUR BEAMSTRESS = 1092.39628794069 ****** ECART (%) = .0695885457727423 MODE 18 (Hz) = 1107.87 ****** VALEUR BEAMSTRESS = 1107.507827635 ****** ECART (%) = .0326908721238721 MASSE PARTICIPANTE EN X DU MODE 1 (%) = 94.2 ****** VALEUR BEAMSTRESS = 94.1782261238176 ****** ECART (%) = .0231145182403633 MASSE PARTICIPANTE EN Y DU MODE 2 (%) = 94.4 ****** VALEUR BEAMSTRESS = 94.4208084342306 ****** ECART (%) = .0220428328713706 MASSE PARTICIPANTE EN Z DU MODE 6 (%) = 24.1 ****** VALEUR BEAMSTRESS = 24.1181872782808 ****** ECART (%) = .0754658849825372 MASSE PARTICIPANTE EN Z DU MODE 9 (%) = 18 ****** VALEUR BEAMSTRESS = 18.0026908674802 ****** ECART (%) = .0149492637789134 MASSE PARTICIPANTE EN X DU MODE 11 (%) = 1.56 ****** VALEUR BEAMSTRESS = 1.56572854733856 ****** ECART (%) = .367214572984913 MASSE PARTICIPANTE EN Z DU MODE 12 (%) = 2.2 ****** VALEUR BEAMSTRESS = 2.19733293369668 ****** ECART (%) = .121230286514542 MASSE PARTICIPANTE EN X DU MODE 13 (%) = 1.8 ****** VALEUR BEAMSTRESS = 1.81958418910362 ****** ECART (%) = 1.08801050575659 MASSE PARTICIPANTE EN Z DU MODE 16 (%) = 18.8 ****** VALEUR BEAMSTRESS = 18.7128096687241 ****** ECART (%) = .463778357850715 MASSE PARTICIPANTE EN X DU MODE 17 (%) = 1.2 ****** VALEUR BEAMSTRESS = 1.18332418525272 ****** ECART (%) = 1.3896512289404 CAS TEST VALIDE CAS TEST CODE_ASTER SDLL112 : ANALYSE SISMIQUE D'UNE POUTRE MULTI-SUPPORTEE (REPONSE SPECTRALE) DANS LE CAS DE CE TEST, ON NE PREND PAS EN COMPTE L'INERTIE ROTATIONNELLE POUR MIEUX CALER AVEC LES VALEURS REFERENCE MODE 1 (Hz) = 15.4569 ****** VALEUR BEAMSTRESS = 15.4556616571822 ****** ECART (%) = .00801158587932905 MODE 2 (Hz) = 15.4569 ****** VALEUR BEAMSTRESS = 15.4556616917936 ****** ECART (%) = .00801136195740723 MODE 3 (Hz) = 33.5823 ****** VALEUR BEAMSTRESS = 33.5636392810876 ****** ECART (%) = .0555671258739633 MODE 4 (Hz) = 33.5823 ****** VALEUR BEAMSTRESS = 33.5636393568742 ****** ECART (%) = .0555669001997186 MODE 5 (Hz) = 47.3076 ****** VALEUR BEAMSTRESS = 47.2532335328112 ****** ECART (%) = .114921211790056 MODE 6 (Hz) = 47.3076 ****** VALEUR BEAMSTRESS = 47.25323355796 ****** ECART (%) = .114921158629826 MODE 7 (Hz) = 54.585 ****** VALEUR BEAMSTRESS = 54.5312794169879 ****** ECART (%) = .0984163836441344 MODE 8 (Hz) = 88.0156 ****** VALEUR BEAMSTRESS = 87.9292050972807 ****** ECART (%) = .0981586249702069 MODE 9 (Hz) = 101.614 ****** VALEUR BEAMSTRESS = 101.101902932395 ****** ECART (%) = .503963103120827 MODE 10 (Hz) = 101.614 ****** VALEUR BEAMSTRESS = 101.101902957397 ****** ECART (%) = .503963078515786 TOTAL MASSE PARTICIPANTE EN X SUR LES MODES 1-10 (%) = 67.221 ****** VALEUR BEAMSTRESS = 67.1225317008424 ****** ECART (%) = .146484430695215 CAS TEST VALIDE CAS TEST CODE_ASTER SDLL132 : MODES PROPRES D'UNE CHARPENTE EN POUTRES MULTI-FIBRES PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) PRECISION REQUISE ICI : 4% MODE 1 (Hz) = 10 ****** VALEUR BEAMSTRESS = 10.05824993232 ****** ECART (%) = .582499323199546 MODE 2 (Hz) = 12.3 ****** VALEUR BEAMSTRESS = 12.7490231261959 ****** ECART (%) = 3.65059452191748 MODE 3 (Hz) = 12.9 ****** VALEUR BEAMSTRESS = 13.0215053625314 ****** ECART (%) = .94190203512739 MODE 4 (Hz) = 17.3 ****** VALEUR BEAMSTRESS = 17.9462372687294 ****** ECART (%) = 3.73547554178869 MODE 5 (Hz) = 19.1 ****** VALEUR BEAMSTRESS = 19.5003680525853 ****** ECART (%) = 2.09616781458255 MODE 6 (Hz) = 22.1 ****** VALEUR BEAMSTRESS = 22.7846142026362 ****** ECART (%) = 3.09780182188342 MODE 7 (Hz) = 26.8 ****** VALEUR BEAMSTRESS = 27.1503133566988 ****** ECART (%) = 1.30713939066733 MODE 8 (Hz) = 34.9 ****** VALEUR BEAMSTRESS = 35.061262421418 ****** ECART (%) = .462069975409747 MODE 9 (Hz) = 37.6 ****** VALEUR BEAMSTRESS = 38.2480844414939 ****** ECART (%) = 1.72362883376039 CAS TEST VALIDE *********************************************************************************** QUALIFICATION ANCRAGES - PRECISION RECHERCHEE = 1% (analytique) et 2% (PROFIS) *********************************************************************************** CAS TEST ANCRAGE N° 1 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.347 ****** VALEUR BEAMSTRESS = 1.34722222222222 ****** ECART (%) = .0164975666089344 RATIO RUINE CISAILLEMENT ELS = .227 ****** VALEUR BEAMSTRESS = .22741403739079 ****** ECART (%) = .182395326339227 RATIO RUINE TOTAL ELS = 1.574 ****** VALEUR BEAMSTRESS = 1.57463625961301 ****** ECART (%) = .0404231012078958 RATIO RUINE TRACTION ACIER ELU = .248 ****** VALEUR BEAMSTRESS = .248293515358362 ****** ECART (%) = .118352967081362 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .516 ****** VALEUR BEAMSTRESS = .515957446808511 ****** ECART (%) = .00824674253670167 RATIO RUINE TRACTION CONE BETON ELU = .405 ****** VALEUR BEAMSTRESS = .40511412117617 ****** ECART (%) = .0281780681900388 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .094 ****** VALEUR BEAMSTRESS = .093666701224176 ****** ECART (%) = .354573165770225 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .091 ****** VALEUR BEAMSTRESS = .0907567337853348 ****** ECART (%) = .267325510621108 RATIO RUINE TOTAL ELU = .399 ****** VALEUR BEAMSTRESS = .399279861340681 ****** ECART (%) = .0701406868873791 RATIO PLATINE ELS = 1.385 ****** VALEUR BEAMSTRESS = 1.38475106448283 ****** ECART (%) = .017973683550195 RATIO PLATINE ELU = 1.154 ****** VALEUR BEAMSTRESS = 1.15395922040236 ****** ECART (%) = .00353376062754036 CAS TEST VALIDE CAS TEST ANCRAGE N° 2 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.347 ****** VALEUR BEAMSTRESS = 1.34722222222222 ****** ECART (%) = .0164975666089344 RATIO RUINE CISAILLEMENT ELS = .227 ****** VALEUR BEAMSTRESS = .22741403739079 ****** ECART (%) = .182395326339227 RATIO RUINE TOTAL ELS = 1.574 ****** VALEUR BEAMSTRESS = 1.57463625961301 ****** ECART (%) = .0404231012078958 RATIO RUINE TRACTION ACIER ELU = .248 ****** VALEUR BEAMSTRESS = .248293515358362 ****** ECART (%) = .118352967081362 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .516 ****** VALEUR BEAMSTRESS = .515957446808511 ****** ECART (%) = .00824674253670167 RATIO RUINE TRACTION CONE BETON ELU = .54 ****** VALEUR BEAMSTRESS = .540152161568226 ****** ECART (%) = .0281780681900525 RATIO RUINE TRACTION FENDAGE ELU = .414 ****** VALEUR BEAMSTRESS = .414416959346761 ****** ECART (%) = .1007148180582 RATIO RUINE CISAILLEMENT ACIER ELU = .094 ****** VALEUR BEAMSTRESS = .093666701224176 ****** ECART (%) = .354573165770225 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .336 ****** VALEUR BEAMSTRESS = .336267320022942 ****** ECART (%) = .0795595306374661 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .121 ****** VALEUR BEAMSTRESS = .121008978380446 ****** ECART (%) = .00742014912925894 RATIO RUINE TOTAL ELU = .592 ****** VALEUR BEAMSTRESS = .591981653138475 ****** ECART (%) = .00309913201436156 RATIO PLATINE ELS = 1.385 ****** VALEUR BEAMSTRESS = 1.38475106448283 ****** ECART (%) = .017973683550195 RATIO PLATINE ELU = 1.154 ****** VALEUR BEAMSTRESS = 1.15395922040236 ****** ECART (%) = .00353376062754036 CAS TEST VALIDE CAS TEST ANCRAGE N° 3 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.347 ****** VALEUR BEAMSTRESS = 1.34722222222222 ****** ECART (%) = .0164975666089344 RATIO RUINE CISAILLEMENT ELS = .227 ****** VALEUR BEAMSTRESS = .22741403739079 ****** ECART (%) = .182395326339227 RATIO RUINE TOTAL ELS = 1.574 ****** VALEUR BEAMSTRESS = 1.57463625961301 ****** ECART (%) = .0404231012078958 RATIO RUINE TRACTION ACIER ELU = .248 ****** VALEUR BEAMSTRESS = .248293515358362 ****** ECART (%) = .118352967081362 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .516 ****** VALEUR BEAMSTRESS = .515957446808511 ****** ECART (%) = .00824674253670167 RATIO RUINE TRACTION CONE BETON ELU = .54 ****** VALEUR BEAMSTRESS = .540152161568226 ****** ECART (%) = .0281780681900525 RATIO RUINE TRACTION FENDAGE ELU = .414 ****** VALEUR BEAMSTRESS = .414416959346761 ****** ECART (%) = .1007148180582 RATIO RUINE CISAILLEMENT ACIER ELU = .094 ****** VALEUR BEAMSTRESS = .093666701224176 ****** ECART (%) = .354573165770225 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .137 ****** VALEUR BEAMSTRESS = .137109140835431 ****** ECART (%) = .0796648433799749 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .121 ****** VALEUR BEAMSTRESS = .121008978380446 ****** ECART (%) = .00742014912925894 RATIO RUINE TOTAL ELU = .448 ****** VALEUR BEAMSTRESS = .447754190819238 ****** ECART (%) = .054868120705866 RATIO PLATINE ELS = 1.385 ****** VALEUR BEAMSTRESS = 1.38475106448283 ****** ECART (%) = .017973683550195 RATIO PLATINE ELU = 1.154 ****** VALEUR BEAMSTRESS = 1.15395922040236 ****** ECART (%) = .00353376062754036 CAS TEST VALIDE CAS TEST ANCRAGE N° 4 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.161 ****** VALEUR BEAMSTRESS = 1.16145833333333 ****** ECART (%) = .0394774619580539 RATIO RUINE CISAILLEMENT ELS = .096 ****** VALEUR BEAMSTRESS = .0960048903243357 ****** ECART (%) = .00509408784963444 RATIO RUINE TOTAL ELS = 1.257 ****** VALEUR BEAMSTRESS = 1.25746322365767 ****** ECART (%) = .0368515240786563 RATIO RUINE TRACTION ACIER ELU = .24 ****** VALEUR BEAMSTRESS = .240301724137931 ****** ECART (%) = .125718390804573 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .494 ****** VALEUR BEAMSTRESS = .494237588652482 ****** ECART (%) = .048094868923509 RATIO RUINE TRACTION CONE BETON ELU = .359 ****** VALEUR BEAMSTRESS = .359325212514811 ****** ECART (%) = .0905884442370912 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .069 ****** VALEUR BEAMSTRESS = .0686241852533865 ****** ECART (%) = .544659053063097 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .046 ****** VALEUR BEAMSTRESS = .0462505195594095 ****** ECART (%) = .544607737846805 RATIO RUINE TOTAL ELU = .365 ****** VALEUR BEAMSTRESS = .365436015536585 ****** ECART (%) = .119456311393138 RATIO PLATINE ELS = 1.529 ****** VALEUR BEAMSTRESS = 1.5286519461735 ****** ECART (%) = .0227634942120444 RATIO PLATINE ELU = 1.274 ****** VALEUR BEAMSTRESS = 1.27387662181125 ****** ECART (%) = .00968431622856875 CAS TEST VALIDE CAS TEST ANCRAGE N° 5 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.161 ****** VALEUR BEAMSTRESS = 1.16145833333333 ****** ECART (%) = .0394774619580539 RATIO RUINE CISAILLEMENT ELS = .096 ****** VALEUR BEAMSTRESS = .0960048903243357 ****** ECART (%) = .00509408784963444 RATIO RUINE TOTAL ELS = 1.257 ****** VALEUR BEAMSTRESS = 1.25746322365767 ****** ECART (%) = .0368515240786563 RATIO RUINE TRACTION ACIER ELU = .24 ****** VALEUR BEAMSTRESS = .240301724137931 ****** ECART (%) = .125718390804573 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .494 ****** VALEUR BEAMSTRESS = .494237588652482 ****** ECART (%) = .048094868923509 RATIO RUINE TRACTION CONE BETON ELU = .412 ****** VALEUR BEAMSTRESS = .412093250716287 ****** ECART (%) = .0226336690016901 RATIO RUINE TRACTION FENDAGE ELU = .344 ****** VALEUR BEAMSTRESS = .344179300079887 ****** ECART (%) = .0521221162463601 RATIO RUINE CISAILLEMENT ACIER ELU = .069 ****** VALEUR BEAMSTRESS = .0686241852533865 ****** ECART (%) = .544659053063097 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .068 ****** VALEUR BEAMSTRESS = .0679357413791823 ****** ECART (%) = .0944979717907155 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .057 ****** VALEUR BEAMSTRESS = .0567260645878228 ****** ECART (%) = .480588442416125 RATIO RUINE TOTAL ELU = .365 ****** VALEUR BEAMSTRESS = .365436015536585 ****** ECART (%) = .119456311393138 RATIO PLATINE ELS = 1.529 ****** VALEUR BEAMSTRESS = 1.5286519461735 ****** ECART (%) = .0227634942120444 RATIO PLATINE ELU = 1.274 ****** VALEUR BEAMSTRESS = 1.27387662181125 ****** ECART (%) = .00968431622856875 CAS TEST VALIDE CAS TEST ANCRAGE N° 6 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.161 ****** VALEUR BEAMSTRESS = 1.16145833333333 ****** ECART (%) = .0394774619580539 RATIO RUINE CISAILLEMENT ELS = .096 ****** VALEUR BEAMSTRESS = .0960048903243357 ****** ECART (%) = .00509408784963444 RATIO RUINE TOTAL ELS = 1.257 ****** VALEUR BEAMSTRESS = 1.25746322365767 ****** ECART (%) = .0368515240786563 RATIO RUINE TRACTION ACIER ELU = .24 ****** VALEUR BEAMSTRESS = .240301724137931 ****** ECART (%) = .125718390804573 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .494 ****** VALEUR BEAMSTRESS = .494237588652482 ****** ECART (%) = .048094868923509 RATIO RUINE TRACTION CONE BETON ELU = .439 ****** VALEUR BEAMSTRESS = .43925826394742 ****** ECART (%) = .0588300563598737 RATIO RUINE TRACTION FENDAGE ELU = .381 ****** VALEUR BEAMSTRESS = .381645626659588 ****** ECART (%) = .169455816164875 RATIO RUINE CISAILLEMENT ACIER ELU = .069 ****** VALEUR BEAMSTRESS = .0686241852533865 ****** ECART (%) = .544659053063097 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .149 ****** VALEUR BEAMSTRESS = .149355328282747 ****** ECART (%) = .238475357548533 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .056 ****** VALEUR BEAMSTRESS = .056539096675536 ****** ECART (%) = .962672634885674 RATIO RUINE TOTAL ELU = .405 ****** VALEUR BEAMSTRESS = .405179706632672 ****** ECART (%) = .0443720080672632 RATIO PLATINE ELS = 1.529 ****** VALEUR BEAMSTRESS = 1.5286519461735 ****** ECART (%) = .0227634942120444 RATIO PLATINE ELU = 1.274 ****** VALEUR BEAMSTRESS = 1.27387662181125 ****** ECART (%) = .00968431622856875 CAS TEST VALIDE CAS TEST ANCRAGE N° 7 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .999 ****** VALEUR BEAMSTRESS = .999183006535948 ****** ECART (%) = .0183189725673834 RATIO RUINE CISAILLEMENT ELS = .131 ****** VALEUR BEAMSTRESS = .130734736317158 ****** ECART (%) = .20249136094834 RATIO RUINE TOTAL ELS = 1.13 ****** VALEUR BEAMSTRESS = 1.12991774285311 ****** ECART (%) = .00727939353045469 RATIO RUINE TRACTION ACIER ELU = .227 ****** VALEUR BEAMSTRESS = .226817507418398 ****** ECART (%) = .0803932077543051 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000152875 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .7 ****** VALEUR BEAMSTRESS = .699695543554622 ****** ECART (%) = .0434937779111617 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .093 ****** VALEUR BEAMSTRESS = .0932959674454854 ****** ECART (%) = .318244565038116 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .15 ****** VALEUR BEAMSTRESS = .149839359791599 ****** ECART (%) = .107093472267117 RATIO RUINE TOTAL ELU = .644 ****** VALEUR BEAMSTRESS = .643281421972329 ****** ECART (%) = .111580439079288 RATIO PLATINE ELS = .464 ****** VALEUR BEAMSTRESS = .463579704027849 ****** ECART (%) = .0905810284808159 RATIO PLATINE ELU = .386 ****** VALEUR BEAMSTRESS = .386316420023208 ****** ECART (%) = .0819740992765624 CAS TEST VALIDE CAS TEST ANCRAGE N° 8 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .999 ****** VALEUR BEAMSTRESS = .999183006535948 ****** ECART (%) = .0183189725673834 RATIO RUINE CISAILLEMENT ELS = .131 ****** VALEUR BEAMSTRESS = .130734736317158 ****** ECART (%) = .20249136094834 RATIO RUINE TOTAL ELS = 1.13 ****** VALEUR BEAMSTRESS = 1.12991774285311 ****** ECART (%) = .00727939353045469 RATIO RUINE TRACTION ACIER ELU = .227 ****** VALEUR BEAMSTRESS = .226817507418398 ****** ECART (%) = .0803932077543051 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000152875 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .7 ****** VALEUR BEAMSTRESS = .699695543554622 ****** ECART (%) = .0434937779111617 RATIO RUINE TRACTION FENDAGE ELU = 1.046 ****** VALEUR BEAMSTRESS = 1.04517886713416 ****** ECART (%) = .0785021860265629 RATIO RUINE CISAILLEMENT ACIER ELU = .093 ****** VALEUR BEAMSTRESS = .0932959674454854 ****** ECART (%) = .318244565038116 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .389 ****** VALEUR BEAMSTRESS = .389478438825077 ****** ECART (%) = .122991985880971 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .15 ****** VALEUR BEAMSTRESS = .149839359791599 ****** ECART (%) = .107093472267117 RATIO RUINE TOTAL ELU = 1.196 ****** VALEUR BEAMSTRESS = 1.19554775496603 ****** ECART (%) = .0378131299303709 RATIO PLATINE ELS = .464 ****** VALEUR BEAMSTRESS = .463579704027849 ****** ECART (%) = .0905810284808159 RATIO PLATINE ELU = .386 ****** VALEUR BEAMSTRESS = .386316420023208 ****** ECART (%) = .0819740992765624 CAS TEST VALIDE CAS TEST ANCRAGE N° 9 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .999 ****** VALEUR BEAMSTRESS = .999183006535948 ****** ECART (%) = .0183189725673834 RATIO RUINE CISAILLEMENT ELS = .131 ****** VALEUR BEAMSTRESS = .130734736317158 ****** ECART (%) = .20249136094834 RATIO RUINE TOTAL ELS = 1.13 ****** VALEUR BEAMSTRESS = 1.12991774285311 ****** ECART (%) = .00727939353045469 RATIO RUINE TRACTION ACIER ELU = .227 ****** VALEUR BEAMSTRESS = .226817507418398 ****** ECART (%) = .0803932077543051 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000152875 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .773 ****** VALEUR BEAMSTRESS = .773347706034056 ****** ECART (%) = .0449813756863857 RATIO RUINE TRACTION FENDAGE ELU = 1.097 ****** VALEUR BEAMSTRESS = 1.09670861593241 ****** ECART (%) = .0265619022420127 RATIO RUINE CISAILLEMENT ACIER ELU = .093 ****** VALEUR BEAMSTRESS = .0932959674454854 ****** ECART (%) = .318244565038116 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .184 ****** VALEUR BEAMSTRESS = .183921836592266 ****** ECART (%) = .0424801128988858 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .174 ****** VALEUR BEAMSTRESS = .174328341031778 ****** ECART (%) = .188701742400962 RATIO RUINE TOTAL ELU = 1.067 ****** VALEUR BEAMSTRESS = 1.06719204377056 ****** ECART (%) = .0179984789652642 RATIO PLATINE ELS = .464 ****** VALEUR BEAMSTRESS = .463579704027849 ****** ECART (%) = .0905810284808159 RATIO PLATINE ELU = .386 ****** VALEUR BEAMSTRESS = .386316420023208 ****** ECART (%) = .0819740992765624 CAS TEST VALIDE CAS TEST ANCRAGE N° 10 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 2.67 ****** VALEUR BEAMSTRESS = 2.67 ****** ECART (%) = 4.98976640280969E-14 RATIO RUINE CISAILLEMENT ELS = .152 ****** VALEUR BEAMSTRESS = .151766078355691 ****** ECART (%) = .153895818624155 RATIO RUINE TOTAL ELS = 2.822 ****** VALEUR BEAMSTRESS = 2.82176607835569 ****** ECART (%) = .00828921489396487 RATIO RUINE TRACTION ACIER ELU = .766 ****** VALEUR BEAMSTRESS = .765880102040817 ****** ECART (%) = .0156524750891923 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .00123043032786885 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = 2.899 ****** VALEUR BEAMSTRESS = 2.90042737263986 ****** ECART (%) = .0492367243827962 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .079 ****** VALEUR BEAMSTRESS = .0790241433578036 ****** ECART (%) = .0305612124096159 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .161 ****** VALEUR BEAMSTRESS = .161459597082737 ****** ECART (%) = .285464026544852 RATIO RUINE TOTAL ELU = 2.55 ****** VALEUR BEAMSTRESS = 2.55157247476883 ****** ECART (%) = .0616656772089822 RATIO PLATINE ELS = 2.649 ****** VALEUR BEAMSTRESS = 2.64891757369812 ****** ECART (%) = .00311160067515361 RATIO PLATINE ELU = 4.097 ****** VALEUR BEAMSTRESS = 4.09592104794184 ****** ECART (%) = .0263351734966832 CAS TEST VALIDE CAS TEST ANCRAGE N° 11 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 2.67 ****** VALEUR BEAMSTRESS = 2.67 ****** ECART (%) = 4.98976640280969E-14 RATIO RUINE CISAILLEMENT ELS = .152 ****** VALEUR BEAMSTRESS = .151766078355691 ****** ECART (%) = .153895818624155 RATIO RUINE TOTAL ELS = 2.822 ****** VALEUR BEAMSTRESS = 2.82176607835569 ****** ECART (%) = .00828921489396487 RATIO RUINE TRACTION ACIER ELU = .766 ****** VALEUR BEAMSTRESS = .765880102040817 ****** ECART (%) = .0156524750891923 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .00123043032786885 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = 4.403 ****** VALEUR BEAMSTRESS = 4.4048840598106 ****** ECART (%) = .0427903659004725 RATIO RUINE TRACTION FENDAGE ELU = 9.203 ****** VALEUR BEAMSTRESS = 9.21153697800789 ****** ECART (%) = .0927629904149263 RATIO RUINE CISAILLEMENT ACIER ELU = .079 ****** VALEUR BEAMSTRESS = .0790241433578036 ****** ECART (%) = .0305612124096159 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .429 ****** VALEUR BEAMSTRESS = .428666948535668 ****** ECART (%) = .0776343739700962 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .33 ****** VALEUR BEAMSTRESS = .330241111377735 ****** ECART (%) = .0730640538591156 RATIO RUINE TOTAL ELU = 8.027 ****** VALEUR BEAMSTRESS = 8.03350327211963 ****** ECART (%) = .0810174675424011 RATIO PLATINE ELS = 2.649 ****** VALEUR BEAMSTRESS = 2.64891757369812 ****** ECART (%) = .00311160067515361 RATIO PLATINE ELU = 4.097 ****** VALEUR BEAMSTRESS = 4.09592104794184 ****** ECART (%) = .0263351734966832 CAS TEST VALIDE CAS TEST ANCRAGE N° 12 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 2.67 ****** VALEUR BEAMSTRESS = 2.67 ****** ECART (%) = 4.98976640280969E-14 RATIO RUINE CISAILLEMENT ELS = .152 ****** VALEUR BEAMSTRESS = .151766078355691 ****** ECART (%) = .153895818624155 RATIO RUINE TOTAL ELS = 2.822 ****** VALEUR BEAMSTRESS = 2.82176607835569 ****** ECART (%) = .00828921489396487 RATIO RUINE TRACTION ACIER ELU = .766 ****** VALEUR BEAMSTRESS = .765880102040817 ****** ECART (%) = .0156524750891923 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .00123043032786885 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = 4.909 ****** VALEUR BEAMSTRESS = 4.91065178897443 ****** ECART (%) = .033648176297238 RATIO RUINE TRACTION FENDAGE ELU = 10.298 ****** VALEUR BEAMSTRESS = 10.3081485230088 ****** ECART (%) = .0985484852284226 RATIO RUINE CISAILLEMENT ACIER ELU = .079 ****** VALEUR BEAMSTRESS = .0790241433578036 ****** ECART (%) = .0305612124096159 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .9 ****** VALEUR BEAMSTRESS = .899839806526124 ****** ECART (%) = .0177992748751447 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .273 ****** VALEUR BEAMSTRESS = .273363803810675 ****** ECART (%) = .133261469111811 RATIO RUINE TOTAL ELU = 9.332 ****** VALEUR BEAMSTRESS = 9.33999027461246 ****** ECART (%) = .0856223168930019 RATIO PLATINE ELS = 2.649 ****** VALEUR BEAMSTRESS = 2.64891757369812 ****** ECART (%) = .00311160067515361 RATIO PLATINE ELU = 4.097 ****** VALEUR BEAMSTRESS = 4.09592104794184 ****** ECART (%) = .0263351734966832 CAS TEST VALIDE CAS TEST ANCRAGE N° 13 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.353 ****** VALEUR BEAMSTRESS = 1.35294117647059 ****** ECART (%) = .00434763705926747 RATIO RUINE CISAILLEMENT ELS = .212 ****** VALEUR BEAMSTRESS = .212164677586804 ****** ECART (%) = .0776781069829909 RATIO RUINE TOTAL ELS = 1.565 ****** VALEUR BEAMSTRESS = 1.56510585405739 ****** ECART (%) = .00676383753304555 RATIO RUINE TRACTION ACIER ELU = .826 ****** VALEUR BEAMSTRESS = .825815217391304 ****** ECART (%) = .0223707758711366 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 1.245 ****** VALEUR BEAMSTRESS = 1.24549180327869 ****** ECART (%) = .0395022713806003 RATIO RUINE TRACTION CONE BETON ELU = .836 ****** VALEUR BEAMSTRESS = .835606853543273 ****** ECART (%) = .0470270881252459 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .22 ****** VALEUR BEAMSTRESS = .22050011976206 ****** ECART (%) = .227327164572534 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .085 ****** VALEUR BEAMSTRESS = .0853655765326251 ****** ECART (%) = .430090038382442 RATIO RUINE TOTAL ELU = 1.221 ****** VALEUR BEAMSTRESS = 1.22165993586729 ****** ECART (%) = .0540488015798586 RATIO PLATINE ELS = .794 ****** VALEUR BEAMSTRESS = .794139180216085 ****** ECART (%) = .0175289944691925 RATIO PLATINE ELU = .586 ****** VALEUR BEAMSTRESS = .585671245274203 ****** ECART (%) = .0561014890438317 CAS TEST VALIDE CAS TEST ANCRAGE N° 14 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.353 ****** VALEUR BEAMSTRESS = 1.35294117647059 ****** ECART (%) = .00434763705926747 RATIO RUINE CISAILLEMENT ELS = .212 ****** VALEUR BEAMSTRESS = .212164677586804 ****** ECART (%) = .0776781069829909 RATIO RUINE TOTAL ELS = 1.565 ****** VALEUR BEAMSTRESS = 1.56510585405739 ****** ECART (%) = .00676383753304555 RATIO RUINE TRACTION ACIER ELU = .826 ****** VALEUR BEAMSTRESS = .825815217391304 ****** ECART (%) = .0223707758711366 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 1.245 ****** VALEUR BEAMSTRESS = 1.24549180327869 ****** ECART (%) = .0395022713806003 RATIO RUINE TRACTION CONE BETON ELU = 1.187 ****** VALEUR BEAMSTRESS = 1.18694155332851 ****** ECART (%) = .00492389818761773 RATIO RUINE TRACTION FENDAGE ELU = 1.884 ****** VALEUR BEAMSTRESS = 1.88415227037845 ****** ECART (%) = .00808229184981144 RATIO RUINE CISAILLEMENT ACIER ELU = .22 ****** VALEUR BEAMSTRESS = .22050011976206 ****** ECART (%) = .227327164572534 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .448 ****** VALEUR BEAMSTRESS = .447593157833839 ****** ECART (%) = .0908129835181901 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .121 ****** VALEUR BEAMSTRESS = .121257921211115 ****** ECART (%) = .213158025715021 RATIO RUINE TOTAL ELU = 1.943 ****** VALEUR BEAMSTRESS = 1.94312119017691 ****** ECART (%) = .00623727107088888 RATIO PLATINE ELS = .794 ****** VALEUR BEAMSTRESS = .794139180216085 ****** ECART (%) = .0175289944691925 RATIO PLATINE ELU = .586 ****** VALEUR BEAMSTRESS = .585671245274203 ****** ECART (%) = .0561014890438317 CAS TEST VALIDE CAS TEST ANCRAGE N° 15 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.353 ****** VALEUR BEAMSTRESS = 1.35294117647059 ****** ECART (%) = .00434763705926747 RATIO RUINE CISAILLEMENT ELS = .212 ****** VALEUR BEAMSTRESS = .212164677586804 ****** ECART (%) = .0776781069829909 RATIO RUINE TOTAL ELS = 1.565 ****** VALEUR BEAMSTRESS = 1.56510585405739 ****** ECART (%) = .00676383753304555 RATIO RUINE TRACTION ACIER ELU = .826 ****** VALEUR BEAMSTRESS = .825815217391304 ****** ECART (%) = .0223707758711366 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 1.245 ****** VALEUR BEAMSTRESS = 1.24549180327869 ****** ECART (%) = .0395022713806003 RATIO RUINE TRACTION CONE BETON ELU = 1.187 ****** VALEUR BEAMSTRESS = 1.18694155332851 ****** ECART (%) = .00492389818761773 RATIO RUINE TRACTION FENDAGE ELU = 1.884 ****** VALEUR BEAMSTRESS = 1.88415227037845 ****** ECART (%) = .00808229184981144 RATIO RUINE CISAILLEMENT ACIER ELU = .22 ****** VALEUR BEAMSTRESS = .22050011976206 ****** ECART (%) = .227327164572534 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .283 ****** VALEUR BEAMSTRESS = .283498604007958 ****** ECART (%) = .176185161822785 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .132 ****** VALEUR BEAMSTRESS = .132281368593944 ****** ECART (%) = .213158025715011 RATIO RUINE TOTAL ELU = 1.806 ****** VALEUR BEAMSTRESS = 1.80637572865534 ****** ECART (%) = .020804465965699 RATIO PLATINE ELS = .794 ****** VALEUR BEAMSTRESS = .794139180216085 ****** ECART (%) = .0175289944691925 RATIO PLATINE ELU = .586 ****** VALEUR BEAMSTRESS = .585671245274203 ****** ECART (%) = .0561014890438317 CAS TEST VALIDE CAS TEST ANCRAGE N° 16 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .41 ****** VALEUR BEAMSTRESS = .41030534351145 ****** ECART (%) = .0744740271829556 RATIO RUINE CISAILLEMENT ELS = .0445 ****** VALEUR BEAMSTRESS = .0444471311077908 ****** ECART (%) = .118806499346563 RATIO RUINE TOTAL ELS = .454 ****** VALEUR BEAMSTRESS = .454752474619241 ****** ECART (%) = .165743308202826 RATIO RUINE TRACTION ACIER ELU = .057 ****** VALEUR BEAMSTRESS = .0570998583569405 ****** ECART (%) = .175190099895564 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .00016125 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .174 ****** VALEUR BEAMSTRESS = .174153536606608 ****** ECART (%) = .0882394290851507 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = 0 ****** VALEUR BEAMSTRESS = 5.63367386791248E-05 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .044 ****** VALEUR BEAMSTRESS = .0438083376305945 ****** ECART (%) = .435596294103475 RATIO RUINE TOTAL ELU = .082 ****** VALEUR BEAMSTRESS = .0818465219895373 ****** ECART (%) = .187168305442315 RATIO PLATINE ELS = .626 ****** VALEUR BEAMSTRESS = .626155885131729 ****** ECART (%) = .0249017782315468 RATIO PLATINE ELU = .294 ****** VALEUR BEAMSTRESS = .293510571155498 ****** ECART (%) = .166472396089053 CAS TEST VALIDE CAS TEST ANCRAGE N° 17 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .41 ****** VALEUR BEAMSTRESS = .41030534351145 ****** ECART (%) = .0744740271829556 RATIO RUINE CISAILLEMENT ELS = .0445 ****** VALEUR BEAMSTRESS = .0444471311077908 ****** ECART (%) = .118806499346563 RATIO RUINE TOTAL ELS = .454 ****** VALEUR BEAMSTRESS = .454752474619241 ****** ECART (%) = .165743308202826 RATIO RUINE TRACTION ACIER ELU = .057 ****** VALEUR BEAMSTRESS = .0570998583569405 ****** ECART (%) = .175190099895564 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .00016125 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .289 ****** VALEUR BEAMSTRESS = .289362799284826 ****** ECART (%) = .125536084714828 RATIO RUINE TRACTION FENDAGE ELU = .42 ****** VALEUR BEAMSTRESS = .419568395778317 ****** ECART (%) = .102762909924413 RATIO RUINE CISAILLEMENT ACIER ELU = 0 ****** VALEUR BEAMSTRESS = 5.63367386791248E-05 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .189 ****** VALEUR BEAMSTRESS = .189188599314037 ****** ECART (%) = .0997879968450923 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .079 ****** VALEUR BEAMSTRESS = .0788550077350701 ****** ECART (%) = .183534512569556 RATIO RUINE TOTAL ELU = .354 ****** VALEUR BEAMSTRESS = .354060774579416 ****** ECART (%) = .0171679602868804 RATIO PLATINE ELS = .626 ****** VALEUR BEAMSTRESS = .626155885131729 ****** ECART (%) = .0249017782315468 RATIO PLATINE ELU = .294 ****** VALEUR BEAMSTRESS = .293510571155498 ****** ECART (%) = .166472396089053 CAS TEST VALIDE CAS TEST ANCRAGE N° 18 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .41 ****** VALEUR BEAMSTRESS = .41030534351145 ****** ECART (%) = .0744740271829556 RATIO RUINE CISAILLEMENT ELS = .0445 ****** VALEUR BEAMSTRESS = .0444471311077908 ****** ECART (%) = .118806499346563 RATIO RUINE TOTAL ELS = .454 ****** VALEUR BEAMSTRESS = .454752474619241 ****** ECART (%) = .165743308202826 RATIO RUINE TRACTION ACIER ELU = .057 ****** VALEUR BEAMSTRESS = .0570998583569405 ****** ECART (%) = .175190099895564 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .00016125 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .289 ****** VALEUR BEAMSTRESS = .289362799284826 ****** ECART (%) = .125536084714828 RATIO RUINE TRACTION FENDAGE ELU = .42 ****** VALEUR BEAMSTRESS = .419568395778317 ****** ECART (%) = .102762909924413 RATIO RUINE CISAILLEMENT ACIER ELU = 0 ****** VALEUR BEAMSTRESS = 5.63367386791248E-05 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .22 ****** VALEUR BEAMSTRESS = .220123509438788 ****** ECART (%) = .0561406539945201 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .073 ****** VALEUR BEAMSTRESS = .0727892379092954 ****** ECART (%) = .288715192745989 RATIO RUINE TOTAL ELU = .376 ****** VALEUR BEAMSTRESS = .3750477053885 ****** ECART (%) = .253269843484112 RATIO PLATINE ELS = .626 ****** VALEUR BEAMSTRESS = .626155885131729 ****** ECART (%) = .0249017782315468 RATIO PLATINE ELU = .294 ****** VALEUR BEAMSTRESS = .293510571155498 ****** ECART (%) = .166472396089053 CAS TEST VALIDE CAS TEST ANCRAGE N° 19 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.205 ****** VALEUR BEAMSTRESS = 1.20498080107714 ****** ECART (%) = .00159327160672725 RATIO RUINE CISAILLEMENT ELS = .0295 ****** VALEUR BEAMSTRESS = .0295179859625667 ****** ECART (%) = .0609693646329925 RATIO RUINE TOTAL ELS = 1.235 ****** VALEUR BEAMSTRESS = 1.23449878703971 ****** ECART (%) = .0405840453679654 RATIO RUINE TRACTION ACIER ELU = .32 ****** VALEUR BEAMSTRESS = .32027292508689 ****** ECART (%) = .0852890896531518 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000627734933170305 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = 1.107 ****** VALEUR BEAMSTRESS = 1.10701043217631 ****** ECART (%) = .000942382683942913 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .0324 ****** VALEUR BEAMSTRESS = .0324363874253126 ****** ECART (%) = .112306868248669 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .057 ****** VALEUR BEAMSTRESS = .0568226492730702 ****** ECART (%) = .311141626192584 RATIO RUINE TOTAL ELU = .97 ****** VALEUR BEAMSTRESS = .969860901207818 ****** ECART (%) = .0143400816682579 RATIO PLATINE ELS = 1.971 ****** VALEUR BEAMSTRESS = 1.97259948442229 ****** ECART (%) = .0811509092990908 RATIO PLATINE ELU = 2.852 ****** VALEUR BEAMSTRESS = 2.85356161071267 ****** ECART (%) = .0547549338244398 CAS TEST VALIDE CAS TEST ANCRAGE N° 20 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.205 ****** VALEUR BEAMSTRESS = 1.20498080107714 ****** ECART (%) = .00159327160672725 RATIO RUINE CISAILLEMENT ELS = .0295 ****** VALEUR BEAMSTRESS = .0295179859625667 ****** ECART (%) = .0609693646329925 RATIO RUINE TOTAL ELS = 1.235 ****** VALEUR BEAMSTRESS = 1.23449878703971 ****** ECART (%) = .0405840453679654 RATIO RUINE TRACTION ACIER ELU = .32 ****** VALEUR BEAMSTRESS = .32027292508689 ****** ECART (%) = .0852890896531518 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000627734933170305 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = 1.518 ****** VALEUR BEAMSTRESS = 1.51826117710526 ****** ECART (%) = .0172053429022891 RATIO RUINE TRACTION FENDAGE ELU = 2.538 ****** VALEUR BEAMSTRESS = 2.53868769737814 ****** ECART (%) = .0270960353875934 RATIO RUINE CISAILLEMENT ACIER ELU = .0324 ****** VALEUR BEAMSTRESS = .0324363874253126 ****** ECART (%) = .112306868248669 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .132 ****** VALEUR BEAMSTRESS = .132292938047693 ****** ECART (%) = .221922763403605 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .095 ****** VALEUR BEAMSTRESS = .0949797189884168 ****** ECART (%) = .0213484332454775 RATIO RUINE TOTAL ELU = 2.225 ****** VALEUR BEAMSTRESS = 2.22581719618819 ****** ECART (%) = .0367279185704062 RATIO PLATINE ELS = 1.971 ****** VALEUR BEAMSTRESS = 1.97259948442229 ****** ECART (%) = .0811509092990908 RATIO PLATINE ELU = 2.852 ****** VALEUR BEAMSTRESS = 2.85356161071267 ****** ECART (%) = .0547549338244398 CAS TEST VALIDE CAS TEST ANCRAGE N° 21 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.368 ****** VALEUR BEAMSTRESS = 1.36844405594406 ****** ECART (%) = .0324602298286184 RATIO RUINE CISAILLEMENT ELS = .05 ****** VALEUR BEAMSTRESS = .0500079387700092 ****** ECART (%) = .0158775400183747 RATIO RUINE TOTAL ELS = 1.418 ****** VALEUR BEAMSTRESS = 1.41845199471406 ****** ECART (%) = .0318755087492859 RATIO RUINE TRACTION ACIER ELU = .244 ****** VALEUR BEAMSTRESS = .243630573248408 ****** ECART (%) = .151404406390319 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000217021276595745 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .895 ****** VALEUR BEAMSTRESS = .895379754157524 ****** ECART (%) = .042430632125587 RATIO RUINE TRACTION FENDAGE ELU = .903 ****** VALEUR BEAMSTRESS = .902438860126856 ****** ECART (%) = .062141735674885 RATIO RUINE CISAILLEMENT ACIER ELU = .043 ****** VALEUR BEAMSTRESS = .0429368436406068 ****** ECART (%) = .146875254402882 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .208 ****** VALEUR BEAMSTRESS = .207705328696253 ****** ECART (%) = .141668896032303 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .065 ****** VALEUR BEAMSTRESS = .0646455198758379 ****** ECART (%) = .5453540371724 RATIO RUINE TOTAL ELU = .926 ****** VALEUR BEAMSTRESS = .925120157352591 ****** ECART (%) = .0950154046878367 RATIO PLATINE ELS = 5.719 ****** VALEUR BEAMSTRESS = 5.73805187018175 ****** ECART (%) = .333132893543528 RATIO PLATINE ELU = 2.795 ****** VALEUR BEAMSTRESS = 2.80462436902834 ****** ECART (%) = .344342362373459 CAS TEST VALIDE CAS TEST ANCRAGE N° 22 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.205 ****** VALEUR BEAMSTRESS = 1.20498080107714 ****** ECART (%) = .00159327160672725 RATIO RUINE CISAILLEMENT ELS = .0295 ****** VALEUR BEAMSTRESS = .0295179859625667 ****** ECART (%) = .0609693646329925 RATIO RUINE TOTAL ELS = 1.235 ****** VALEUR BEAMSTRESS = 1.23449878703971 ****** ECART (%) = .0405840453679654 RATIO RUINE TRACTION ACIER ELU = .32 ****** VALEUR BEAMSTRESS = .32027292508689 ****** ECART (%) = .0852890896531518 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000627734933170305 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = 1.679 ****** VALEUR BEAMSTRESS = 1.67898447751716 ****** ECART (%) = .000924507614306081 RATIO RUINE TRACTION FENDAGE ELU = 2.846 ****** VALEUR BEAMSTRESS = 2.84614122474227 ****** ECART (%) = .00496221863215686 RATIO RUINE CISAILLEMENT ACIER ELU = .0324 ****** VALEUR BEAMSTRESS = .0324363874253126 ****** ECART (%) = .112306868248669 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .504 ****** VALEUR BEAMSTRESS = .504235643256631 ****** ECART (%) = .046754614410902 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .089 ****** VALEUR BEAMSTRESS = .0891983447891219 ****** ECART (%) = .222859313620077 RATIO RUINE TOTAL ELU = 2.792 ****** VALEUR BEAMSTRESS = 2.79198072333242 ****** ECART (%) = .000690425056636123 RATIO PLATINE ELS = 1.971 ****** VALEUR BEAMSTRESS = 1.97259948442229 ****** ECART (%) = .0811509092990908 RATIO PLATINE ELU = 2.852 ****** VALEUR BEAMSTRESS = 2.85356161071267 ****** ECART (%) = .0547549338244398 CAS TEST VALIDE CAS TEST ANCRAGE N° 23 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.145 ****** VALEUR BEAMSTRESS = 1.14495798319328 ****** ECART (%) = .00366959010679282 RATIO RUINE CISAILLEMENT ELS = .192 ****** VALEUR BEAMSTRESS = .191807628119911 ****** ECART (%) = .100193687546223 RATIO RUINE TOTAL ELS = 1.337 ****** VALEUR BEAMSTRESS = 1.33676561131319 ****** ECART (%) = .01753094142195 RATIO RUINE TRACTION ACIER ELU = .444 ****** VALEUR BEAMSTRESS = .44429347826087 ****** ECART (%) = .0660987074030545 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .817 ****** VALEUR BEAMSTRESS = .8175 ****** ECART (%) = .06119951040391 RATIO RUINE TRACTION CONE BETON ELU = .288 ****** VALEUR BEAMSTRESS = .287955887969054 ****** ECART (%) = .0153166774117507 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .124 ****** VALEUR BEAMSTRESS = .124239031850397 ****** ECART (%) = .192767621287951 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .034 ****** VALEUR BEAMSTRESS = .0338717085113647 ****** ECART (%) = .377327907750866 RATIO RUINE TOTAL ELU = .783 ****** VALEUR BEAMSTRESS = .782939625799819 ****** ECART (%) = .00771062582127312 RATIO PLATINE ELS = 1.52 ****** VALEUR BEAMSTRESS = 1.52464638490142 ****** ECART (%) = .30568321719845 RATIO PLATINE ELU = .712 ****** VALEUR BEAMSTRESS = .714677992922539 ****** ECART (%) = .376122601480198 CAS TEST VALIDE CAS TEST ANCRAGE N° 24 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.145 ****** VALEUR BEAMSTRESS = 1.14495798319328 ****** ECART (%) = .00366959010679282 RATIO RUINE CISAILLEMENT ELS = .192 ****** VALEUR BEAMSTRESS = .191807628119911 ****** ECART (%) = .100193687546223 RATIO RUINE TOTAL ELS = 1.337 ****** VALEUR BEAMSTRESS = 1.33676561131319 ****** ECART (%) = .01753094142195 RATIO RUINE TRACTION ACIER ELU = .444 ****** VALEUR BEAMSTRESS = .44429347826087 ****** ECART (%) = .0660987074030545 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .817 ****** VALEUR BEAMSTRESS = .8175 ****** ECART (%) = .06119951040391 RATIO RUINE TRACTION CONE BETON ELU = .385 ****** VALEUR BEAMSTRESS = .384967764664511 ****** ECART (%) = .0083728144127317 RATIO RUINE TRACTION FENDAGE ELU = .611 ****** VALEUR BEAMSTRESS = .611098234602291 ****** ECART (%) = .0160776763160525 RATIO RUINE CISAILLEMENT ACIER ELU = .124 ****** VALEUR BEAMSTRESS = .124239031850397 ****** ECART (%) = .192767621287951 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .325 ****** VALEUR BEAMSTRESS = .325360279370371 ****** ECART (%) = .110855190883274 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .051 ****** VALEUR BEAMSTRESS = .0506454971760836 ****** ECART (%) = .695103576306653 RATIO RUINE TOTAL ELU = .924 ****** VALEUR BEAMSTRESS = .924735079664472 ****** ECART (%) = .0795540762415529 RATIO PLATINE ELS = 1.52 ****** VALEUR BEAMSTRESS = 1.52464638490142 ****** ECART (%) = .30568321719845 RATIO PLATINE ELU = .712 ****** VALEUR BEAMSTRESS = .714677992922539 ****** ECART (%) = .376122601480198 CAS TEST VALIDE CAS TEST ANCRAGE N° 25 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = 1.145 ****** VALEUR BEAMSTRESS = 1.14495798319328 ****** ECART (%) = .00366959010679282 RATIO RUINE CISAILLEMENT ELS = .192 ****** VALEUR BEAMSTRESS = .191807628119911 ****** ECART (%) = .100193687546223 RATIO RUINE TOTAL ELS = 1.337 ****** VALEUR BEAMSTRESS = 1.33676561131319 ****** ECART (%) = .01753094142195 RATIO RUINE TRACTION ACIER ELU = .444 ****** VALEUR BEAMSTRESS = .44429347826087 ****** ECART (%) = .0660987074030545 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .817 ****** VALEUR BEAMSTRESS = .8175 ****** ECART (%) = .06119951040391 RATIO RUINE TRACTION CONE BETON ELU = .374 ****** VALEUR BEAMSTRESS = .373968685674096 ****** ECART (%) = .0083728144127088 RATIO RUINE TRACTION FENDAGE ELU = .594 ****** VALEUR BEAMSTRESS = .593638285042226 ****** ECART (%) = .0608947740360897 RATIO RUINE CISAILLEMENT ACIER ELU = .124 ****** VALEUR BEAMSTRESS = .124239031850397 ****** ECART (%) = .192767621287951 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .229 ****** VALEUR BEAMSTRESS = .228693653128686 ****** ECART (%) = .133775926338006 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .048 ****** VALEUR BEAMSTRESS = .0481132223172794 ****** ECART (%) = .235879827665461 RATIO RUINE TOTAL ELU = .849 ****** VALEUR BEAMSTRESS = .848514109227104 ****** ECART (%) = .0572309508711115 RATIO PLATINE ELS = 1.52 ****** VALEUR BEAMSTRESS = 1.52464638490142 ****** ECART (%) = .30568321719845 RATIO PLATINE ELU = .712 ****** VALEUR BEAMSTRESS = .714677992922539 ****** ECART (%) = .376122601480198 CAS TEST VALIDE CAS TEST ANCRAGE N° 26 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .531 ****** VALEUR BEAMSTRESS = .531437125748503 ****** ECART (%) = .0823212332397297 RATIO RUINE CISAILLEMENT ELS = .434 ****** VALEUR BEAMSTRESS = .433696434003569 ****** ECART (%) = .0699460821269199 RATIO RUINE TOTAL ELS = .965 ****** VALEUR BEAMSTRESS = .965133559752072 ****** ECART (%) = .0138403888157707 RATIO RUINE TRACTION ACIER ELU = .12 ****** VALEUR BEAMSTRESS = .120335820895522 ****** ECART (%) = .279850746268661 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .189 ****** VALEUR BEAMSTRESS = .188817330210773 ****** ECART (%) = .0966506821307831 RATIO RUINE TRACTION CONE BETON ELU = .151 ****** VALEUR BEAMSTRESS = .151203070542171 ****** ECART (%) = .134483802762566 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .083 ****** VALEUR BEAMSTRESS = .0825031893848993 ****** ECART (%) = .598567006145447 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .029 ****** VALEUR BEAMSTRESS = .0288572196191284 ****** ECART (%) = .492346140936469 RATIO RUINE TOTAL ELU = .106 ****** VALEUR BEAMSTRESS = .105744708837123 ****** ECART (%) = .240840719695225 RATIO PLATINE ELS = 3.521 ****** VALEUR BEAMSTRESS = 3.54679488116018 ****** ECART (%) = .732600998585056 RATIO PLATINE ELU = .993 ****** VALEUR BEAMSTRESS = 1.0004543411489 ****** ECART (%) = .750688937451761 CAS TEST VALIDE CAS TEST ANCRAGE N° 27 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .531 ****** VALEUR BEAMSTRESS = .531437125748503 ****** ECART (%) = .0823212332397297 RATIO RUINE CISAILLEMENT ELS = .434 ****** VALEUR BEAMSTRESS = .433696434003569 ****** ECART (%) = .0699460821269199 RATIO RUINE TOTAL ELS = .965 ****** VALEUR BEAMSTRESS = .965133559752072 ****** ECART (%) = .0138403888157707 RATIO RUINE TRACTION ACIER ELU = .12 ****** VALEUR BEAMSTRESS = .120335820895522 ****** ECART (%) = .279850746268661 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .189 ****** VALEUR BEAMSTRESS = .188817330210773 ****** ECART (%) = .0966506821307831 RATIO RUINE TRACTION CONE BETON ELU = .202 ****** VALEUR BEAMSTRESS = .202498825709787 ****** ECART (%) = .246943420686682 RATIO RUINE TRACTION FENDAGE ELU = .235 ****** VALEUR BEAMSTRESS = .234979072058562 ****** ECART (%) = .0089055069948881 RATIO RUINE CISAILLEMENT ACIER ELU = .083 ****** VALEUR BEAMSTRESS = .0825031893848993 ****** ECART (%) = .598567006145447 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .222 ****** VALEUR BEAMSTRESS = .222223675827073 ****** ECART (%) = .100754877059935 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .045 ****** VALEUR BEAMSTRESS = .0454102873147634 ****** ECART (%) = .911749588363215 RATIO RUINE TOTAL ELU = .219 ****** VALEUR BEAMSTRESS = .218662847225382 ****** ECART (%) = .1539510386383 RATIO PLATINE ELS = 3.521 ****** VALEUR BEAMSTRESS = 3.54679488116018 ****** ECART (%) = .732600998585056 RATIO PLATINE ELU = .993 ****** VALEUR BEAMSTRESS = 1.0004543411489 ****** ECART (%) = .750688937451761 CAS TEST VALIDE CAS TEST ANCRAGE N° 28 (COMPARAISON ANALYTIQUE) RATIO RUINE TRACTION ELS = .531 ****** VALEUR BEAMSTRESS = .531437125748503 ****** ECART (%) = .0823212332397297 RATIO RUINE CISAILLEMENT ELS = .434 ****** VALEUR BEAMSTRESS = .433696434003569 ****** ECART (%) = .0699460821269199 RATIO RUINE TOTAL ELS = .965 ****** VALEUR BEAMSTRESS = .965133559752072 ****** ECART (%) = .0138403888157707 RATIO RUINE TRACTION ACIER ELU = .12 ****** VALEUR BEAMSTRESS = .120335820895522 ****** ECART (%) = .279850746268661 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .189 ****** VALEUR BEAMSTRESS = .188817330210773 ****** ECART (%) = .0966506821307831 RATIO RUINE TRACTION CONE BETON ELU = .202 ****** VALEUR BEAMSTRESS = .202498825709787 ****** ECART (%) = .246943420686682 RATIO RUINE TRACTION FENDAGE ELU = .235 ****** VALEUR BEAMSTRESS = .234979072058562 ****** ECART (%) = .0089055069948881 RATIO RUINE CISAILLEMENT ACIER ELU = .083 ****** VALEUR BEAMSTRESS = .0825031893848993 ****** ECART (%) = .598567006145447 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .216 ****** VALEUR BEAMSTRESS = .215550319047573 ****** ECART (%) = .208185626123601 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .045 ****** VALEUR BEAMSTRESS = .0454102873147634 ****** ECART (%) = .911749588363215 RATIO RUINE TOTAL ELU = .214 ****** VALEUR BEAMSTRESS = .213979661513128 ****** ECART (%) = .00950396582810027 RATIO PLATINE ELS = 3.521 ****** VALEUR BEAMSTRESS = 3.54679488116018 ****** ECART (%) = .732600998585056 RATIO PLATINE ELU = .993 ****** VALEUR BEAMSTRESS = 1.0004543411489 ****** ECART (%) = .750688937451761 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 1(CAS TEST ANCRAGE N° 29) PLATINE 2 TIGES - HSL3G M8 - PAS DE BORD LIBRE - 2 CHEVILLES EN TRACTION - BETON FISSURE 25 MPa h=500mm RATIO RUINE TRACTION ACIER ELU = .201 ****** VALEUR BEAMSTRESS = .201614871528297 ****** ECART (%) = .305906232983765 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .588 ****** VALEUR BEAMSTRESS = .590731573577911 ****** ECART (%) = .464553329576774 RATIO RUINE TRACTION CONE BETON ELU = .468 ****** VALEUR BEAMSTRESS = .46853027735649 ****** ECART (%) = .113307127455205 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .1494 ****** VALEUR BEAMSTRESS = .149438419754542 ****** ECART (%) = .0257160338301513 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .2331 ****** VALEUR BEAMSTRESS = .233116705816583 ****** ECART (%) = .00716680248088627 RATIO RUINE TOTAL ELU = .563 ****** VALEUR BEAMSTRESS = .566584541765489 ****** ECART (%) = .636685926374571 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 2(CAS TEST ANCRAGE N° 30) PLATINE 2 TIGES - HSL3G M16 - PAS DE BORD LIBRE - 1 CHEVILLE EN TRACTION - BETON NON FISSURE 45 MPa h=200mm RATIO RUINE TRACTION ACIER ELU = .215 ****** VALEUR BEAMSTRESS = .214573419770811 ****** ECART (%) = .198409408924928 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000191137741299389 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .398 ****** VALEUR BEAMSTRESS = .39856464648267 ****** ECART (%) = .141870975545244 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .0339 ****** VALEUR BEAMSTRESS = .033859900866008 ****** ECART (%) = .118286530949872 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .0291 ****** VALEUR BEAMSTRESS = .0291491802879437 ****** ECART (%) = .169004425923509 RATIO RUINE TOTAL ELU = .257 ****** VALEUR BEAMSTRESS = .257852319878257 ****** ECART (%) = .33164197597547 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 3(CAS TEST ANCRAGE N° 31) PLATINE 4 TIGES - HDA-T M10 - PAS DE BORD LIBRE - 4 CHEVILLES EN TRACTION - BETON FISSURE 25 MPa h=200mm RATIO RUINE TRACTION ACIER ELU = .417 ****** VALEUR BEAMSTRESS = .420563764550843 ****** ECART (%) = .85461979636527 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .768 ****** VALEUR BEAMSTRESS = .773837326773551 ****** ECART (%) = .76006859030616 RATIO RUINE TRACTION CONE BETON ELU = .527 ****** VALEUR BEAMSTRESS = .532192698398458 ****** ECART (%) = .985331764413311 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .0673 ****** VALEUR BEAMSTRESS = .0672802141712919 ****** ECART (%) = .0293994483032225 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .0632 ****** VALEUR BEAMSTRESS = .0632271892212141 ****** ECART (%) = .0430209196425625 RATIO RUINE TOTAL ELU = .69 ****** VALEUR BEAMSTRESS = .698180837410674 ****** ECART (%) = 1.18562861024259 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 4(CAS TEST ANCRAGE N° 32) PLATINE 4 TIGES - HSL3G M16 - PAS DE BORD LIBRE - 3 CHEVILLES EN TRACTION - BETON NON FISSURE 30 MPa h=200mm RATIO RUINE TRACTION ACIER ELU = .202 ****** VALEUR BEAMSTRESS = .20399322330049 ****** ECART (%) = .986744208163564 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000210012695463456 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .509 ****** VALEUR BEAMSTRESS = .507234822736453 ****** ECART (%) = .346793175549459 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .08595 ****** VALEUR BEAMSTRESS = .0859474403425889 ****** ECART (%) = .0029780772670801 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .1065 ****** VALEUR BEAMSTRESS = .106729038420619 ****** ECART (%) = .215059549876877 RATIO RUINE TOTAL ELU = .398 ****** VALEUR BEAMSTRESS = .396122518937752 ****** ECART (%) = .47172891011266 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 5(CAS TEST ANCRAGE N° 33) PLATINE 4 TIGES - HDA-T M16 - PAS DE BORD LIBRE - 2 CHEVILLES EN TRACTION - BETON FISSURE 25 MPa h=400mm RATIO RUINE TRACTION ACIER ELU = .33 ****** VALEUR BEAMSTRESS = .332083418457505 ****** ECART (%) = .631338926516779 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .554 ****** VALEUR BEAMSTRESS = .557900143008609 ****** ECART (%) = .703996932961908 RATIO RUINE TRACTION CONE BETON ELU = .499 ****** VALEUR BEAMSTRESS = .504457794373567 ****** ECART (%) = 1.09374636744822 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .06094 ****** VALEUR BEAMSTRESS = .0609396341423046 ****** ECART (%) = .000600357229162381 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .06588 ****** VALEUR BEAMSTRESS = .065874878596578 ****** ECART (%) = .00777383640248835 RATIO RUINE TOTAL ELU = .429 ****** VALEUR BEAMSTRESS = .433618268147205 ****** ECART (%) = 1.07651938163291 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 6(CAS TEST ANCRAGE N° 34) PLATINE 4 TIGES - HSL3G M10 - PAS DE BORD LIBRE - 1 CHEVILLE EN TRACTION - BETON FISSURE 25 MPa h=140mm RATIO RUINE TRACTION ACIER ELU = .117 ****** VALEUR BEAMSTRESS = .116723728611578 ****** ECART (%) = .236129391814088 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .338 ****** VALEUR BEAMSTRESS = .338498812973575 ****** ECART (%) = .147577802832779 RATIO RUINE TRACTION CONE BETON ELU = .302 ****** VALEUR BEAMSTRESS = .302209871515779 ****** ECART (%) = .0694938793969474 RATIO RUINE TRACTION FENDAGE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT ACIER ELU = .1299 ****** VALEUR BEAMSTRESS = .129893748409698 ****** ECART (%) = .00481261763051743 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 0 ****** VALEUR BEAMSTRESS = 0 ****** ECART (%) = 0 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .1513 ****** VALEUR BEAMSTRESS = .151338790047586 ****** ECART (%) = .0256378371356768 RATIO RUINE TOTAL ELU = .255 ****** VALEUR BEAMSTRESS = .25581506220086 ****** ECART (%) = .319632235631275 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 7(CAS TEST ANCRAGE N° 35) PLATINE 2 TIGES - HSL3G M8 - BORD LIBRE // CHEVILLES - 2 CHEVILLES EN TRACTION - BETON FISSURE 25 MPa h=500mm RATIO RUINE TRACTION ACIER ELU = .201 ****** VALEUR BEAMSTRESS = .201614871528297 ****** ECART (%) = .305906232983765 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .588 ****** VALEUR BEAMSTRESS = .590731573577911 ****** ECART (%) = .464553329576774 RATIO RUINE TRACTION CONE BETON ELU = .624 ****** VALEUR BEAMSTRESS = .62470703647532 ****** ECART (%) = .113307127455199 RATIO RUINE TRACTION FENDAGE ELU = .495 ****** VALEUR BEAMSTRESS = .495184932009022 ****** ECART (%) = .0373600018225318 RATIO RUINE CISAILLEMENT ACIER ELU = .149 ****** VALEUR BEAMSTRESS = .149438419754542 ****** ECART (%) = .294241446001515 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .685 ****** VALEUR BEAMSTRESS = .685271406450547 ****** ECART (%) = .039621379641868 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .311 ****** VALEUR BEAMSTRESS = .310822274422111 ****** ECART (%) = .0571464880673021 RATIO RUINE TOTAL ELU = 1.06 ****** VALEUR BEAMSTRESS = 1.06103386818241 ****** ECART (%) = .0975347341893946 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 8(CAS TEST ANCRAGE N° 36) PLATINE 2 TIGES - HSL3G M8 - BORD LIBRE perp. CHEVILLES - 2 CHEVILLES EN TRACTION - BETON FISSURE 25 MPa h=500mm RATIO RUINE TRACTION ACIER ELU = .201 ****** VALEUR BEAMSTRESS = .201614871528297 ****** ECART (%) = .305906232983765 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = .588 ****** VALEUR BEAMSTRESS = .590731573577911 ****** ECART (%) = .464553329576774 RATIO RUINE TRACTION CONE BETON ELU = .468 ****** VALEUR BEAMSTRESS = .46853027735649 ****** ECART (%) = .113307127455205 RATIO RUINE TRACTION FENDAGE ELU = .351 ****** VALEUR BEAMSTRESS = .350893096147466 ****** ECART (%) = .030456938043932 RATIO RUINE CISAILLEMENT ACIER ELU = .149 ****** VALEUR BEAMSTRESS = .149438419754542 ****** ECART (%) = .294241446001515 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .143 ****** VALEUR BEAMSTRESS = .142788545370619 ****** ECART (%) = .147870370196323 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .233 ****** VALEUR BEAMSTRESS = .233116705816583 ****** ECART (%) = .0500883332973969 RATIO RUINE TOTAL ELU = .563 ****** VALEUR BEAMSTRESS = .566584541765489 ****** ECART (%) = .636685926374571 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 9(CAS TEST ANCRAGE N° 37) PLATINE 4 TIGES - HSL3G M16 - BORD LIBRE POSITION 1 - 3 CHEVILLES EN TRACTION - BETON NON FISSURE 30 MPa h=200mm RATIO RUINE TRACTION ACIER ELU = .202 ****** VALEUR BEAMSTRESS = .20399322330049 ****** ECART (%) = .986744208163564 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000210012695463456 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .509 ****** VALEUR BEAMSTRESS = .507234822736453 ****** ECART (%) = .346793175549459 RATIO RUINE TRACTION FENDAGE ELU = .547 ****** VALEUR BEAMSTRESS = .546389773836096 ****** ECART (%) = .11155871369361 RATIO RUINE CISAILLEMENT ACIER ELU = .08595 ****** VALEUR BEAMSTRESS = .0859474403425889 ****** ECART (%) = .0029780772670801 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .309 ****** VALEUR BEAMSTRESS = .308554386016268 ****** ECART (%) = .144211645220675 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .1065 ****** VALEUR BEAMSTRESS = .106729038420619 ****** ECART (%) = .215059549876877 RATIO RUINE TOTAL ELU = .576 ****** VALEUR BEAMSTRESS = .57527616961378 ****** ECART (%) = .125664997607703 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 10(CAS TEST ANCRAGE N° 38) PLATINE 4 TIGES - HSL3G M16 - BORD LIBRE POSITION 2 - 3 CHEVILLES EN TRACTION - BETON NON FISSURE 30 MPa h=200mm RATIO RUINE TRACTION ACIER ELU = .308 ****** VALEUR BEAMSTRESS = .309958750863326 ****** ECART (%) = .635958072508416 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000319105074659293 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = 1.068 ****** VALEUR BEAMSTRESS = 1.05072892582549 ****** ECART (%) = 1.61714177663996 RATIO RUINE TRACTION FENDAGE ELU = 1.237 ****** VALEUR BEAMSTRESS = 1.21907300800873 ****** ECART (%) = 1.44923136550309 RATIO RUINE CISAILLEMENT ACIER ELU = .097 ****** VALEUR BEAMSTRESS = .0971557009196476 ****** ECART (%) = .160516412007795 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = .599 ****** VALEUR BEAMSTRESS = .599450467444269 ****** ECART (%) = .0752032461217433 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .131 ****** VALEUR BEAMSTRESS = .131615336851995 ****** ECART (%) = .46972278778261 RATIO RUINE TOTAL ELU = 1.53 ****** VALEUR BEAMSTRESS = 1.51543622954416 ****** ECART (%) = .951880421950102 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 11(CAS TEST ANCRAGE N° 39) PLATINE 4 TIGES - PROFILE SIMPLEMENT EXCENTRE AVEC EFFORT DE TRACTION RATIO RUINE TRACTION ACIER ELU = .419 ****** VALEUR BEAMSTRESS = .426776305753853 ****** ECART (%) = 1.85592022764998 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000439369704940033 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .995 ****** VALEUR BEAMSTRESS = 1.01233449754994 ****** ECART (%) = 1.74216055778287 RATIO RUINE TRACTION FENDAGE ELU = 1.235 ****** VALEUR BEAMSTRESS = 1.25452658521965 ****** ECART (%) = 1.58110001778553 RATIO RUINE CISAILLEMENT ACIER ELU = .479 ****** VALEUR BEAMSTRESS = .479343893001982 ****** ECART (%) = .0717939461339501 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 1.18 ****** VALEUR BEAMSTRESS = 1.18016398433296 ****** ECART (%) = .0138969773695808 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .618 ****** VALEUR BEAMSTRESS = .618854655895802 ****** ECART (%) = .138293834272119 RATIO RUINE TOTAL ELU = 2.013 ****** VALEUR BEAMSTRESS = 2.02890880796051 ****** ECART (%) = .790303425758099 CAS TEST VALIDE COMPARAISON PROFIS 2.3.0 (AVEC LESCOUARCH) N° 12(CAS TEST ANCRAGE N° 40) PLATINE 4 TIGES - PROFILE DOUBLEMENT EXCENTRE AVEC EFFORT DE COMPRESSION RATIO RUINE TRACTION ACIER ELU = .348 ****** VALEUR BEAMSTRESS = .353274408517096 ****** ECART (%) = 1.51563463134941 RATIO RUINE TRACTION EXTRACTION-GLISSEMENT ELU = 0 ****** VALEUR BEAMSTRESS = .000314689827728704 ****** ECART (%) = 0 RATIO RUINE TRACTION CONE BETON ELU = .893 ****** VALEUR BEAMSTRESS = .905200046356149 ****** ECART (%) = 1.36618660203236 RATIO RUINE TRACTION FENDAGE ELU = 1.106 ****** VALEUR BEAMSTRESS = 1.12013867943129 ****** ECART (%) = 1.2783616122327 RATIO RUINE CISAILLEMENT ACIER ELU = .479 ****** VALEUR BEAMSTRESS = .479343893001981 ****** ECART (%) = .071793946133927 RATIO RUINE CISAILLEMENT BORD DE DALLE ELU = 1.291 ****** VALEUR BEAMSTRESS = 1.29056624671492 ****** ECART (%) = .0335982405176173 RATIO RUINE CISAILLEMENT EFFET LEVIER ELU = .671 ****** VALEUR BEAMSTRESS = .671107857282061 ****** ECART (%) = .0160741105903092 RATIO RUINE TOTAL ELU = 1.998 ****** VALEUR BEAMSTRESS = 2.00892077178851 ****** ECART (%) = .546585174600068 CAS TEST VALIDE *********************************************************************************** QUALIFICATION ASSEMBLAGES - PRECISION RECHERCHEE = 1% *********************************************************************************** CAS TEST ASSEMBLAGE N° 1 RATIO BOULON TRACTION = .618 ****** VALEUR BEAMSTRESS = .619073408712597 ****** ECART (%) = .173690730193686 RATIO BOULON CISAILLEMENT = .535 ****** VALEUR BEAMSTRESS = .535353113002626 ****** ECART (%) = .06600243039744 RATIO BOULON COMBINE = .668 ****** VALEUR BEAMSTRESS = .669854840976637 ****** ECART (%) = .277670804885764 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 2 RATIO BOULON TRACTION = 1.051 ****** VALEUR BEAMSTRESS = 1.05217327220713 ****** ECART (%) = .111633892210364 RATIO BOULON CISAILLEMENT = .392 ****** VALEUR BEAMSTRESS = .392391467756397 ****** ECART (%) = .0998642235707288 RATIO BOULON COMBINE = .927 ****** VALEUR BEAMSTRESS = .92830052212911 ****** ECART (%) = .140293649310706 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 3 RATIO BOULON TRACTION = .499 ****** VALEUR BEAMSTRESS = .499964861000066 ****** ECART (%) = .193358917848895 RATIO BOULON CISAILLEMENT = .709 ****** VALEUR BEAMSTRESS = .709421656975736 ****** ECART (%) = .0594720699204883 RATIO BOULON COMBINE = .752 ****** VALEUR BEAMSTRESS = .753243949621014 ****** ECART (%) = .165418832581713 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 4 RATIO BOULON TRACTION = .893 ****** VALEUR BEAMSTRESS = .894016256761644 ****** ECART (%) = .113802548896251 RATIO BOULON CISAILLEMENT = .576 ****** VALEUR BEAMSTRESS = .576393993850592 ****** ECART (%) = .0684017101723033 RATIO BOULON COMBINE = .917 ****** VALEUR BEAMSTRESS = .917678958834213 ****** ECART (%) = .0740413123460542 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 5 RATIO BOULON TRACTION = .482 ****** VALEUR BEAMSTRESS = .482012858905378 ****** ECART (%) = .00266782269258855 RATIO BOULON CISAILLEMENT = .75 ****** VALEUR BEAMSTRESS = .751544114281458 ****** ECART (%) = .205881904194349 RATIO BOULON COMBINE = .795 ****** VALEUR BEAMSTRESS = .797154951861237 ****** ECART (%) = .271063127199586 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 6 RATIO BOULON TRACTION = .831 ****** VALEUR BEAMSTRESS = .830817641728592 ****** ECART (%) = .0219444369924991 RATIO BOULON CISAILLEMENT = .681 ****** VALEUR BEAMSTRESS = .682675518412774 ****** ECART (%) = .246037946075432 RATIO BOULON COMBINE = .951 ****** VALEUR BEAMSTRESS = .951594149014489 ****** ECART (%) = .0624762370650845 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 7 RATIO BOULON TRACTION = .277 ****** VALEUR BEAMSTRESS = .277801437770117 ****** ECART (%) = .289327714843637 RATIO BOULON CISAILLEMENT = .219 ****** VALEUR BEAMSTRESS = .219299280020842 ****** ECART (%) = .136657543763334 RATIO BOULON COMBINE = .125 ****** VALEUR BEAMSTRESS = .125265813044804 ****** ECART (%) = .212650435842932 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 8 RATIO BOULON TRACTION = .363 ****** VALEUR BEAMSTRESS = .363789049345226 ****** ECART (%) = .21736896562689 RATIO BOULON CISAILLEMENT = .248 ****** VALEUR BEAMSTRESS = .248889063377545 ****** ECART (%) = .358493297397095 RATIO BOULON COMBINE = .382 ****** VALEUR BEAMSTRESS = .382546674674204 ****** ECART (%) = .143108553456442 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 9 RATIO BOULON TRACTION = .232 ****** VALEUR BEAMSTRESS = .231619376558017 ****** ECART (%) = .164061828441165 RATIO BOULON CISAILLEMENT = .309 ****** VALEUR BEAMSTRESS = .310669801788609 ****** ECART (%) = .540388928352386 RATIO BOULON COMBINE = .149 ****** VALEUR BEAMSTRESS = .150163261340498 ****** ECART (%) = .780712309058923 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 10 RATIO SOUDURE = 1.167 ****** VALEUR BEAMSTRESS = 1.1685190223572 ****** ECART (%) = .130164726409609 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 11 RATIO SOUDURE = 2.106 ****** VALEUR BEAMSTRESS = 2.1080091117219 ****** ECART (%) = .0953994169943174 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 12 RATIO SOUDURE = 1.1 ****** VALEUR BEAMSTRESS = 1.1010324995992 ****** ECART (%) = .0938635999274684 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 13 RATIO SOUDURE = 1.522 ****** VALEUR BEAMSTRESS = 1.52240831852967 ****** ECART (%) = .0268277614766346 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 14 RATIO SOUDURE = 1.703 ****** VALEUR BEAMSTRESS = 1.70474109698602 ****** ECART (%) = .102237051439974 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 15 RATIO SOUDURE = .66 ****** VALEUR BEAMSTRESS = .659788064945229 ****** ECART (%) = .0321113719350195 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 16 RATIO SOUDURE = .51 ****** VALEUR BEAMSTRESS = .511362673970251 ****** ECART (%) = .267190974559068 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 17 RATIO SOUDURE = .342 ****** VALEUR BEAMSTRESS = .34204638998327 ****** ECART (%) = .0135643225934539 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 18 RATIO SOUDURE = .391 ****** VALEUR BEAMSTRESS = .391706686028397 ****** ECART (%) = .180738114679473 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 19 RATIO SOUDURE = .862 ****** VALEUR BEAMSTRESS = .862722424401652 ****** ECART (%) = .0838079352264424 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 20 RATIO SOUDURE = 1.135 ****** VALEUR BEAMSTRESS = 1.13624158806336 ****** ECART (%) = .10939101879838 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 21 RATIO SOUDURE = 1.574 ****** VALEUR BEAMSTRESS = 1.57604838448078 ****** ECART (%) = .130138785309808 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 22 RATIO SOUDURE = .798 ****** VALEUR BEAMSTRESS = .79830189910116 ****** ECART (%) = .037831967563933 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 23 RATIO SOUDURE = 1.094 ****** VALEUR BEAMSTRESS = 1.09454282061524 ****** ECART (%) = .0496179721423344 CAS TEST VALIDE CAS TEST ASSEMBLAGE N° 24 RATIO SOUDURE = 1.225 ****** VALEUR BEAMSTRESS = 1.22507875746546 ****** ECART (%) = .00642918085418024 CAS TEST VALIDE *********************************************************************************** QUALIFICATION EUROCODE 3 - PRECISION RECHERCHEE = 1.5% *********************************************************************************** COMPARAISON DE POST-TRAITEMENT SUIVANT EUROCODE3 AVEC VALEURS REFERENCE DU CTICM TETE DE POTEAU, NCRY (N) = 15608900 ****** VALEUR BEAMSTRESS = 15609396.2105979 ****** ECART (%) = .00317902349228732 TETE DE POTEAU, KHI_Y = 0.9483 ****** VALEUR BEAMSTRESS = .948256903319626 ****** ECART (%) = .00454462515803132 TETE DE POTEAU, NCRZ (N) = 2773300 ****** VALEUR BEAMSTRESS = 2774715.90731126 ****** ECART (%) = .0510549638069918 TETE DE POTEAU, KHI_Z = 0.6038 ****** VALEUR BEAMSTRESS = .603990738936177 ****** ECART (%) = .0315897542525751 TETE DE POTEAU, MCR (N.m) = 1055210 ****** VALEUR BEAMSTRESS = 1040497.87294555 ****** ECART (%) = 1.39423688691793 TETE DE POTEAU, KHI_LT = 0.781 ****** VALEUR BEAMSTRESS = .781483790867496 ****** ECART (%) = .0619450534565448 TETE DE POTEAU, MU_Y = 0.999 ****** VALEUR BEAMSTRESS = .999587519089127 ****** ECART (%) = .0588107196323566 TETE DE POTEAU, MU_Z = 0.9818 ****** VALEUR BEAMSTRESS = .981887068545888 ****** ECART (%) = .00886825686375616 TETE DE POTEAU, WY = 1.138 ****** VALEUR BEAMSTRESS = 1.13796680497925 ****** ECART (%) = .00291696140130356 TETE DE POTEAU, WZ = 1.5 ****** VALEUR BEAMSTRESS = 1.5 ****** ECART (%) = 0 TETE DE POTEAU, LAMBDA0 = 0.8 ****** VALEUR BEAMSTRESS = .799989611792704 ****** ECART (%) = .00129852591194968 TETE DE POTEAU, LAMBDA0_LIM = 0.225 ****** VALEUR BEAMSTRESS = .223414626553875 ****** ECART (%) = .704610420500148 TETE DE POTEAU, NCRTF = 5368000 ****** VALEUR BEAMSTRESS = 5366666.10491215 ****** ECART (%) = .0248490143043021 TETE DE POTEAU, ALT = 0.998 ****** VALEUR BEAMSTRESS = .998147510373444 ****** ECART (%) = .0147805985414789 TETE DE POTEAU, CMY0 = 0.895 ****** VALEUR BEAMSTRESS = .895484208351049 ****** ECART (%) = .0541014917373319 TETE DE POTEAU, CMY = 0.980 ****** VALEUR BEAMSTRESS = .980080610167516 ****** ECART (%) = .00822552729760017 TETE DE POTEAU, CMLT = 1 ****** VALEUR BEAMSTRESS = 1 ****** ECART (%) = 0 TETE DE POTEAU, NPL = 0.0455 ****** VALEUR BEAMSTRESS = .0455005986920891 ****** ECART (%) = .00131580678931962 TETE DE POTEAU, CYY = 0.996 ****** VALEUR BEAMSTRESS = .995876306953607 ****** ECART (%) = .0124189805615387 TETE DE POTEAU, CZY = 0.969 ****** VALEUR BEAMSTRESS = .969281178156874 ****** ECART (%) = .0290173536506141 TETE DE POTEAU, KYY = 0.992 ****** VALEUR BEAMSTRESS = .991578227312529 ****** ECART (%) = .0425174080112354 TETE DE POTEAU, KZY = 0.523 ****** VALEUR BEAMSTRESS = .522990422783349 ****** ECART (%) = .00183120777258599 TETE DE POTEAU, RATIO (6.61) = 0.969 ****** VALEUR BEAMSTRESS = .966436097616533 ****** ECART (%) = .264592609232936 TETE DE POTEAU, RATIO (6.62) = 0.561 ****** VALEUR BEAMSTRESS = .559754921130938 ****** ECART (%) = .221939192346148 CAS TEST VALIDE *********************************************************************************** QUALIFICATION EN13480 - PRECISION RECHERCHEE = .1% *********************************************************************************** COMPARAISON DE POST-TRAITEMENT SUIVANT EN13480 AVEC CALCULS ANALYTIQUES RATIO DE COMPRESSION = 0.322 ****** VALEUR BEAMSTRESS = .32205994435636 ****** ECART (%) = .0186162597390884 RATIO DE FLEXION = 1.373 ****** VALEUR BEAMSTRESS = 1.37343892953262 ****** ECART (%) = .0319686476780717 RATIO DE CISAILLEMENT = 0.068 ****** VALEUR BEAMSTRESS = .0680014379978635 ****** ECART (%) = .00211470274047198 RATIO COMBINE = 1.541 ****** VALEUR BEAMSTRESS = 1.54076348345114 ****** ECART (%) = .0153482510614631 RATIO L5 (COMPRESSION+FLEXION) = 1.860 ****** VALEUR BEAMSTRESS = 1.86002295110871 ****** ECART (%) = .00123393057569787 CAS TEST VALIDE *********************************************************************************** QUALIFICATION LESCOUARCH - PRECISION RECHERCHEE = 3% *********************************************************************************** CONVENTION DE NUMEROTATION DE CHEVILLES DU LOGICIEL POUR PLATINE 4 TIGES : CHEVILLE 1 BAS-GAUCHE, CHEVILLE 2 BAS-DROIT, CHEVILLE 3 HAUT-DROIT, CHEVILLE 4 HAUT-GAUCHE CONVENTION DE NUMEROTATION DE CHEVILLES DU LOGICIEL POUR PLATINE 2 TIGES : CHEVILLE 1 HAUT, CHEVILLE 2 BAS MOMENTS DE FLEXION PRIS EN VALEUR ABSOLUE, SELON PIEDS DE POTEAUX ENCASTRES §2-9 CAS TEST PIEDS DE POTEAUX ENCASTRES DE LESCOUARCH PAGE 143 (§2-13) : 1 TIGE TENDUE SUR PLATINE 4 TIGES NORMALE A LA PLATINE = Z TRACTION MAXIMALE (N) = 11710 ****** VALEUR BEAMSTRESS = 11883.0465117083 ****** ECART (%) = 1.47776696591197 RATIO MAXIMAL CHEVILLES = .654687371647433 CAS TEST VALIDE CAS TEST PIEDS DE POTEAUX ENCASTRES DE LESCOUARCH PAGE 143 (§2-13) : 1 TIGE TENDUE AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = Z TRACTION MAXIMALE (N) = 11710 ****** VALEUR BEAMSTRESS = 11619.3679740562 ****** ECART (%) = .773971186540112 RATIO MAXIMAL CHEVILLES = .640160204005261 CAS TEST VALIDE CAS TEST PIEDS DE POTEAUX ENCASTRES DE LESCOUARCH PAGE 134 (§2-12) : 2 TIGES TENDUES SUR PLATINE 4 TIGES NORMALE A LA PLATINE = X TRACTION MAXIMALE (N) = 176640 ****** VALEUR BEAMSTRESS = 176893.976935042 ****** ECART (%) = .14378223224735 RATIO MAXIMAL CHEVILLES = 8.89669269538986 CAS TEST VALIDE CAS TEST PIEDS DE POTEAUX ENCASTRES DE LESCOUARCH PAGE 134 (§2-12) : 2 TIGES TENDUES AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = X TRACTION MAXIMALE (N) = 176640 ****** VALEUR BEAMSTRESS = 176893.976935042 ****** ECART (%) = .14378223224735 RATIO MAXIMAL CHEVILLES = 8.89669269538986 CAS TEST VALIDE COMPARAISON AVEC HILTI PROFIS : 3 TIGES TENDUES SUR PLATINE 4 TIGES NORMALE A LA PLATINE = Y TRACTION CHEVILLE 1 (N) = 13705 ****** VALEUR BEAMSTRESS = 13592.0873346525 ****** ECART (%) = .823879353137259 TRACTION CHEVILLE 3 (N) = 6432 ****** VALEUR BEAMSTRESS = 6329.85521858517 ****** ECART (%) = 1.58807185035491 TRACTION CHEVILLE 4 (N) = 22530 ****** VALEUR BEAMSTRESS = 22728.4438677696 ****** ECART (%) = .880798347845321 RATIO MAXIMAL CHEVILLES = 1.06268232956536 CAS TEST VALIDE COMPARAISON AVEC HILTI PROFIS : 3 TIGES TENDUES AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = Y TRACTION CHEVILLE 1 (N) = 13705 ****** VALEUR BEAMSTRESS = 13592.0873346525 ****** ECART (%) = .823879353137259 TRACTION CHEVILLE 3 (N) = 6432 ****** VALEUR BEAMSTRESS = 6329.85521858517 ****** ECART (%) = 1.58807185035492 TRACTION CHEVILLE 4 (N) = 22530 ****** VALEUR BEAMSTRESS = 22728.4438677695 ****** ECART (%) = .880798347845304 RATIO MAXIMAL CHEVILLES = 1.06268232956536 CAS TEST VALIDE COMPARAISON AVEC HILTI PROFIS : 4 TIGES TENDUES SUR PLATINE 4 TIGES NORMALE A LA PLATINE = Y TRACTION CHEVILLE 1 (N) = 4654 ****** VALEUR BEAMSTRESS = 4592.85451771689 ****** ECART (%) = 1.31382643496164 TRACTION CHEVILLE 2 (N) = 995 ****** VALEUR BEAMSTRESS = 901.319372965927 ****** ECART (%) = 9.41513839538424 TRACTION CHEVILLE 3 (N) = 2738 ****** VALEUR BEAMSTRESS = 2765.36187180057 ****** ECART (%) = .999337903600075 TRACTION CHEVILLE 4 (N) = 6398 ****** VALEUR BEAMSTRESS = 6456.89701655153 ****** ECART (%) = .920553556604056 Ecart % sur cheville 2 non considéré compte-tenu de la très faible valeur RATIO MAXIMAL CHEVILLES = .712602741656332 CAS TEST VALIDE COMPARAISON AVEC HILTI PROFIS : 4 TIGES TENDUES AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = Y TRACTION CHEVILLE 1 (N) = 4654 ****** VALEUR BEAMSTRESS = 4592.85451771689 ****** ECART (%) = 1.31382643496164 TRACTION CHEVILLE 2 (N) = 995 ****** VALEUR BEAMSTRESS = 901.319372965927 ****** ECART (%) = 9.41513839538421 TRACTION CHEVILLE 3 (N) = 2738 ****** VALEUR BEAMSTRESS = 2765.36187180057 ****** ECART (%) = .999337903600091 TRACTION CHEVILLE 4 (N) = 6398 ****** VALEUR BEAMSTRESS = 6456.89701655153 ****** ECART (%) = .92055355660407 Ecart % sur cheville 2 non considéré compte-tenu de la très faible valeur RATIO MAXIMAL CHEVILLES = .712602741656332 CAS TEST VALIDE CAS TEST : 2 TIGES TENDUES SUR PLATINE 2 TIGES - RESOLUTION ANALYTIQUE ITERATIVE NORMALE A LA PLATINE = X COMPARAISON AVEC SOLUTION OBTENUE EN CONFIGURATION 4 TIGES AVEC ENTRAXE NUL - REPRISE CAS TEST 2 TIGES TENDUES SUR 4 AVEC 490mm-->0mm TRACTION MAXIMALE (N) = 279944.67 ****** VALEUR BEAMSTRESS = 279944.670698534 ****** ECART (%) = 2.49525866788753E-07 FIBRE NEUTRE y0 (mm) = 174 ****** VALEUR BEAMSTRESS = 174.280801677035 ****** ECART (%) = .161380274157908 PRESSION BETON pm (MPa) = 25.24 ****** VALEUR BEAMSTRESS = 25.2447624527342 ****** ECART (%) = .0188686716885678 RATIO MAXIMAL CHEVILLES = 14.8452643546415 CAS TEST VALIDE CAS TEST : 2 TIGES TENDUES SUR PLATINE 2 TIGES - RESOLUTION ANALYTIQUE ITERATIVE - AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = X COMPARAISON AVEC SOLUTION OBTENUE EN CONFIGURATION 4 TIGES AVEC ENTRAXE NUL - REPRISE CAS TEST 2 TIGES TENDUES SUR 4 AVEC 490mm-->0mm TRACTION MAXIMALE (N) = 279944.67 ****** VALEUR BEAMSTRESS = 279944.670698534 ****** ECART (%) = 2.49525866788753E-07 FIBRE NEUTRE y0 (mm) = 174 ****** VALEUR BEAMSTRESS = 174.280801677035 ****** ECART (%) = .161380274157908 PRESSION BETON pm (MPa) = 25.24 ****** VALEUR BEAMSTRESS = 25.2447624527342 ****** ECART (%) = .0188686716885678 RATIO MAXIMAL CHEVILLES = 14.8452643546415 CAS TEST VALIDE CAS TEST : 1 TIGE TENDUE SUR PLATINE 2 TIGES - RESOLUTION ANALYTIQUE ITERATIVE NORMALE A LA PLATINE = X COMPARAISON AVEC SOLUTION OBTENUE EN CONFIGURATION 4 TIGES AVEC ENTRAXE NUL - REPRISE CAS TEST 2 TIGES TENDUES SUR 4 AVEC 300mm-->0mm POUR COMPARER LES SOLUTIONS IL FAUT PRENDRE EN COMPTE UNE SECTION DOUBLE DE CELLE DU CAS TEST AVEC PLATINE 4 TIGES LA TRACTION OBTENUE SUR LA TIGE TENDUE DOIT ETRE LE DOUBLE DE LA TRACTION REFERENCE (2 TIGES TENDUES DANS LA SOLUTION REFERENCE) TRACTION MAXIMALE (N) = 153021.22 ****** VALEUR BEAMSTRESS / 2 = 153021.223700848 ****** ECART (%) = 2.41851937522551E-06 FIBRE NEUTRE y0 (mm) = 280 ****** VALEUR BEAMSTRESS = 280.357573694675 ****** ECART (%) = .127704890955402 PRESSION BETON pm (MPa) = 13.84 ****** VALEUR BEAMSTRESS = 13.8447234447381 ****** ECART (%) = .0341289359686799 RATIO MAXIMAL CHEVILLES = 13.524342221158 CAS TEST VALIDE CAS TEST : 1 TIGE TENDUE SUR PLATINE 2 TIGES - RESOLUTION ANALYTIQUE ITERATIVE - AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = X COMPARAISON AVEC SOLUTION OBTENUE EN CONFIGURATION 4 TIGES AVEC ENTRAXE NUL - REPRISE CAS TEST 2 TIGES TENDUES SUR 4 AVEC 300mm-->0mm POUR COMPARER LES SOLUTIONS IL FAUT PRENDRE EN COMPTE UNE SECTION DOUBLE DE CELLE DU CAS TEST AVEC PLATINE 4 TIGES LA TRACTION OBTENUE SUR LA TIGE TENDUE DOIT ETRE LE DOUBLE DE LA TRACTION REFERENCE (2 TIGES TENDUES DANS LA SOLUTION REFERENCE) TRACTION MAXIMALE (N) = 153021.22 ****** VALEUR BEAMSTRESS / 2 = 153021.223700848 ****** ECART (%) = 2.41851937522551E-06 FIBRE NEUTRE y0 (mm) = 280 ****** VALEUR BEAMSTRESS = 280.357573694675 ****** ECART (%) = .127704890955402 PRESSION BETON pm (MPa) = 13.84 ****** VALEUR BEAMSTRESS = 13.8447234447381 ****** ECART (%) = .0341289359686799 RATIO MAXIMAL CHEVILLES = 13.524342221158 CAS TEST VALIDE CAS TEST : 2 TIGES TENDUES SUR PLATINE 2 TIGES - RESOLUTION GEOMETRIQUE ITERATIVE NORMALE A LA PLATINE = Z COMPARAISON AVEC HILTI PROFIS TRACTION CHEVILLE 1 (N) = 141520 ****** VALEUR BEAMSTRESS = 143504.293838275 ****** ECART (%) = 1.40212962003588 TRACTION CHEVILLE 2 (N) = 84914 ****** VALEUR BEAMSTRESS = 86015.4211607132 ****** ECART (%) = 1.29710196282494 RATIO MAXIMAL CHEVILLES = 8.39191297962667 CAS TEST VALIDE CAS TEST : 2 TIGES TENDUES SUR PLATINE 2 TIGES - RESOLUTION GEOMETRIQUE ITERATIVE - AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = Z COMPARAISON AVEC HILTI PROFIS TRACTION CHEVILLE 1 (N) = 141520 ****** VALEUR BEAMSTRESS = 143504.293838275 ****** ECART (%) = 1.40212962003588 TRACTION CHEVILLE 2 (N) = 84914 ****** VALEUR BEAMSTRESS = 86015.4211607132 ****** ECART (%) = 1.29710196282494 RATIO MAXIMAL CHEVILLES = 8.39191297962667 CAS TEST VALIDE CAS TEST : 1 TIGE TENDUE SUR PLATINE 2 TIGES - RESOLUTION ANALYTIQUE ITERATIVE AVEC M20 NORMALE A LA PLATINE = X COMPARAISON AVEC HILTI PROFIS TRACTION MAXIMALE (N) = 209911 ****** VALEUR BEAMSTRESS = 213955.668447178 ****** ECART (%) = 1.92684921094059 CAS TEST VALIDE CAS TEST : 2 TIGES TENDUES SUR PLATINE 2 TIGES - RESOLUTION ANALYTIQUE ITERATIVE AVEC M20 NORMALE A LA PLATINE = X COMPARAISON AVEC HILTI PROFIS TRACTION MAXIMALE (N) = 200625 ****** VALEUR BEAMSTRESS = 205508.226236813 ****** ECART (%) = 2.43400684700939 CAS TEST VALIDE CAS TEST : 1 TIGE TENDUE SUR PLATINE 2 TIGES - RESOLUTION GEOMETRIQUE ITERATIVE NORMALE A LA PLATINE = Y COMPARAISON AVEC HILTI PROFIS TRACTION CHEVILLE 1 (N) = 11738 ****** VALEUR BEAMSTRESS = 12053.511011436 ****** ECART (%) = 2.68794523288489 RATIO MAXIMAL CHEVILLES = .519060449940174 CAS TEST VALIDE CAS TEST : 1 TIGE TENDUE SUR PLATINE 2 TIGES - RESOLUTION GEOMETRIQUE ITERATIVE - AVEC CONFIGURATION INVERSEE NORMALE A LA PLATINE = Y COMPARAISON AVEC HILTI PROFIS TRACTION CHEVILLE 1 (N) = 11738 ****** VALEUR BEAMSTRESS = 12053.511011436 ****** ECART (%) = 2.68794523288489 RATIO MAXIMAL CHEVILLES = .519060449940174 CAS TEST VALIDE *********************************************************************************** QUALIFICATION DE L'ANALYSE SPECTRALE - PRECISION RECHERCHEE = 3% *********************************************************************************** REMARQUE : L'EXTRACTION MODALE EST MENEE AVEC L'ALGORITHME TRIDIAGONALISATION+ITERATIONS INVERSES CET ALGORITHME EXTRAIT LE NOMBRE DE FREQUENCES PROPRES DEMANDE PAR L'UTILISATEUR CAS TEST SDLL23 : COMPARAISON AVEC LE CODE_ASTER 1er CAS : 3 MODES SOUPLES EN CUMUL SRSS + CORRECTION STATIQUE FX (N) = 1375000 ****** VALEUR BEAMSTRESS = 1375852.50190681 ****** ECART (%) = .0620001386772333 FY (N) = 1241000 ****** VALEUR BEAMSTRESS = 1241735.40142203 ****** ECART (%) = .0592587769562288 FZ (N) = 1241000 ****** VALEUR BEAMSTRESS = 1241490.49493851 ****** ECART (%) = .0395241690982894 MY (N.m) = 596900 ****** VALEUR BEAMSTRESS = 597322.154595323 ****** ECART (%) = .0707245091846245 MZ (N.m) = 633700 ****** VALEUR BEAMSTRESS = 634581.037890295 ****** ECART (%) = .139030754346626 2ème CAS : 6 MODES SOUPLES EN CUMUL CQC SANS CORRECTION STATIQUE FX (N) = 418000 ****** VALEUR BEAMSTRESS = 417826.867778228 ****** ECART (%) = .04141919181148 FY (N) = 781600 ****** VALEUR BEAMSTRESS = 781692.290167149 ****** ECART (%) = .0118078514775705 FZ (N) = 1240000 ****** VALEUR BEAMSTRESS = 1241492.50931944 ****** ECART (%) = .120363654793435 MY (N.m) = 596900 ****** VALEUR BEAMSTRESS = 597339.975287304 ****** ECART (%) = .0737100498080711 MZ (N.m) = 448100 ****** VALEUR BEAMSTRESS = 448343.195656462 ****** ECART (%) = .0542726303195564 CAS TEST VALIDE CAS TEST SDLL108 : CUMUL MODES SRSS SANS CORRECTION STATIQUE PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) FX (N) = 1253.6 ****** VALEUR BEAMSTRESS = 1251.45833535135 ****** ECART (%) = .170841149381565 FY (N) = 1219.6 ****** VALEUR BEAMSTRESS = 1218.94564094891 ****** ECART (%) = .0536535791317254 FZ (N) = 1247.3 ****** VALEUR BEAMSTRESS = 1231.44128279196 ****** ECART (%) = 1.27144369502417 MX (N.m) = 324.74 ****** VALEUR BEAMSTRESS = 324.653575993725 ****** ECART (%) = .0266132925649335 MY (N.m) = 348.46 ****** VALEUR BEAMSTRESS = 348.072921335321 ****** ECART (%) = .111082667932871 MZ (N.m) = 4.131 ****** VALEUR BEAMSTRESS = 4.1103585309933 ****** ECART (%) = .499672452353039 CAS TEST VALIDE CAS TEST SDLL112 : COMPARAISON AVEC CODE_ASTER SOMME QUADRATIQUE DES REACTIONS FX et FY 1er CAS : CUMUL MODES CQC SANS CORRECTION STATIQUE APPUI1 FX (N) = 669.6 ****** VALEUR BEAMSTRESS = 674.478612473827 ****** ECART (%) = .728586092268111 APPUI2 FX (N) = 1164.2 ****** VALEUR BEAMSTRESS = 1166.68587909248 ****** ECART (%) = .213526807462205 APPUI3 FX (N) = 928.2 ****** VALEUR BEAMSTRESS = 924.320343171624 ****** ECART (%) = .417976387457066 2ème CAS : CUMUL MODES CQC AVEC CORRECTION STATIQUE APPUI1 FX (N) = 671.7 ****** VALEUR BEAMSTRESS = 676.030094356371 ****** ECART (%) = .644647068091505 APPUI2 FX (N) = 1169.7 ****** VALEUR BEAMSTRESS = 1170.5574342087 ****** ECART (%) = .0733037709408927 APPUI3 FX (N) = 937.3 ****** VALEUR BEAMSTRESS = 930.816757226123 ****** ECART (%) = .691693457151085 3ème CAS : CUMUL MODES SRSS SANS CORRECTION STATIQUE APPUI1 FX (N) = 676.2 ****** VALEUR BEAMSTRESS = 677.480539581702 ****** ECART (%) = .189372904717867 APPUI2 FX (N) = 1164.5 ****** VALEUR BEAMSTRESS = 1167.04214683158 ****** ECART (%) = .21830372104564 APPUI3 FX (N) = 917.3 ****** VALEUR BEAMSTRESS = 918.879566371892 ****** ECART (%) = .172197358758535 CAS TEST VALIDE CAS TEST SDLX02 : CUMUL MODES SRSS SANS CORRECTION STATIQUE - COMPARAISON AVEC CODE_ASTER APPUI1 FX (N) = 2132 ****** VALEUR BEAMSTRESS = 2168.27145774372 ****** ECART (%) = 1.70128788666608 APPUI1 FY (N) = 1241 ****** VALEUR BEAMSTRESS = 1268.4443556772 ****** ECART (%) = 2.21147104570547 APPUI1 FZ (N) = 564.6 ****** VALEUR BEAMSTRESS = 551.12212527469 ****** ECART (%) = 2.38715457408964 APPUI1 MX (N.m) = 2352 ****** VALEUR BEAMSTRESS = 2344.2058479373 ****** ECART (%) = .331384016271145 APPUI1 MY (N.m) = 4746 ****** VALEUR BEAMSTRESS = 4717.54801008147 ****** ECART (%) = .599494098578338 APPUI1 MZ (N.m) = 937.3 ****** VALEUR BEAMSTRESS = 912.513464046124 ****** ECART (%) = 2.64446132016177 APPUI2 FX (N) = 1653 ****** VALEUR BEAMSTRESS = 1622.70602102627 ****** ECART (%) = 1.83266660458145 APPUI2 FY (N) = 3354 ****** VALEUR BEAMSTRESS = 3343.03170377085 ****** ECART (%) = .327021354476878 APPUI2 FZ (N) = 893.7 ****** VALEUR BEAMSTRESS = 916.083362777503 ****** ECART (%) = 2.50457231481512 APPUI2 MX (N.m) = 170.8 ****** VALEUR BEAMSTRESS = 168.419541921584 ****** ECART (%) = 1.39371081874454 APPUI2 MY (N.m) = 1668 ****** VALEUR BEAMSTRESS = 1694.07756123944 ****** ECART (%) = 1.56340295200497 APPUI2 MZ (N.m) = 4903 ****** VALEUR BEAMSTRESS = 4878.26798338132 ****** ECART (%) = .504426200666513 CAS TEST VALIDE COMPARAISON N°01 AVEC PIPESTRESS : CAS TEST INSPIRE DU BENCHMARK NRC - ELEMENTS APESANTS ET INTERPOLATION LINEAIRE PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) 1er CAS : CUMUL MODES SRSS + CORRECTION STATIQUE + AUTOMATIC MASS POINTS 50Hz APPUI1 FX (N) = 306 ****** VALEUR BEAMSTRESS = 307.240389997201 ****** ECART (%) = .405356208235776 APPUI1 FY (N) = 46 ****** VALEUR BEAMSTRESS = 45.9494805020032 ****** ECART (%) = .109824995645269 APPUI1 FZ (N) = 3520 ****** VALEUR BEAMSTRESS = 3535.37205668361 ****** ECART (%) = .436706155784311 APPUI2 FX (N) = 311 ****** VALEUR BEAMSTRESS = 312.409709623221 ****** ECART (%) = .453282837048564 APPUI2 FY (N) = 209 ****** VALEUR BEAMSTRESS = 208.630532335666 ****** ECART (%) = .176778786762691 APPUI2 FZ (N) = 2633 ****** VALEUR BEAMSTRESS = 2641.3205998414 ****** ECART (%) = .316012147413409 APPUI3 FX (N) = 241 ****** VALEUR BEAMSTRESS = 240.257456507897 ****** ECART (%) = .308109332822897 APPUI3 FY (N) = 208 ****** VALEUR BEAMSTRESS = 207.661372450639 ****** ECART (%) = .162801706423411 APPUI3 FZ (N) = 2081 ****** VALEUR BEAMSTRESS = 2087.84584853792 ****** ECART (%) = .328969175296607 APPUI4 FX (N) = 409 ****** VALEUR BEAMSTRESS = 407.802320335146 ****** ECART (%) = .292831213900617 APPUI4 FY (N) = 537 ****** VALEUR BEAMSTRESS = 537.554618962503 ****** ECART (%) = .103280998603956 APPUI4 FZ (N) = 3023 ****** VALEUR BEAMSTRESS = 3019.05728511306 ****** ECART (%) = .13042391289924 2ème CAS : CUMUL MODES CQC absolu + CORRECTION STATIQUE + AUTOMATIC MASS POINTS 50Hz APPUI1 FX (N) = 310 ****** VALEUR BEAMSTRESS = 312.61065672567 ****** ECART (%) = .842147330861317 APPUI1 FY (N) = 47 ****** VALEUR BEAMSTRESS = 46.8976322304277 ****** ECART (%) = .217803765047349 APPUI1 FZ (N) = 3680 ****** VALEUR BEAMSTRESS = 3690.19681236086 ****** ECART (%) = .277087292414646 APPUI2 FX (N) = 316 ****** VALEUR BEAMSTRESS = 316.931492035024 ****** ECART (%) = .294775960450617 APPUI2 FY (N) = 239 ****** VALEUR BEAMSTRESS = 238.683606279565 ****** ECART (%) = .132382309805262 APPUI2 FZ (N) = 3016 ****** VALEUR BEAMSTRESS = 3022.36892389602 ****** ECART (%) = .211171216711692 APPUI3 FX (N) = 259 ****** VALEUR BEAMSTRESS = 259.424173158141 ****** ECART (%) = .163773420131485 APPUI3 FY (N) = 238 ****** VALEUR BEAMSTRESS = 237.71978175074 ****** ECART (%) = .117738760193135 APPUI3 FZ (N) = 2382 ****** VALEUR BEAMSTRESS = 2387.31284753355 ****** ECART (%) = .223041458167649 APPUI4 FX (N) = 436 ****** VALEUR BEAMSTRESS = 436.20663997217 ****** ECART (%) = .0473944890299002 APPUI4 FY (N) = 540 ****** VALEUR BEAMSTRESS = 540.335280311642 ****** ECART (%) = .0620889466003089 APPUI4 FZ (N) = 3183 ****** VALEUR BEAMSTRESS = 3183.6090890496 ****** ECART (%) = .0191356911593056 3ème CAS : CUMUL MODES CQC absolu + PAS DE CORRECTION STATIQUE + AUTOMATIC MASS POINTS 50Hz APPUI1 FX (N) = 310 ****** VALEUR BEAMSTRESS = 312.610502063324 ****** ECART (%) = .842097439781887 APPUI1 FY (N) = 47 ****** VALEUR BEAMSTRESS = 46.8975128027321 ****** ECART (%) = .218057866527473 APPUI1 FZ (N) = 3680 ****** VALEUR BEAMSTRESS = 3689.78193155681 ****** ECART (%) = .265813357522145 APPUI2 FX (N) = 316 ****** VALEUR BEAMSTRESS = 316.93131992209 ****** ECART (%) = .294721494332417 APPUI2 FY (N) = 239 ****** VALEUR BEAMSTRESS = 238.683557504887 ****** ECART (%) = .132402717620595 APPUI2 FZ (N) = 3015 ****** VALEUR BEAMSTRESS = 3021.14578449653 ****** ECART (%) = .203840281808617 APPUI3 FX (N) = 259 ****** VALEUR BEAMSTRESS = 259.424072679226 ****** ECART (%) = .163734625183746 APPUI3 FY (N) = 238 ****** VALEUR BEAMSTRESS = 237.719733930984 ****** ECART (%) = .117758852527872 APPUI3 FZ (N) = 2380 ****** VALEUR BEAMSTRESS = 2385.71248499108 ****** ECART (%) = .240020377776362 APPUI4 FX (N) = 436 ****** VALEUR BEAMSTRESS = 436.206477943758 ****** ECART (%) = .0473573265499322 APPUI4 FY (N) = 540 ****** VALEUR BEAMSTRESS = 540.259064075594 ****** ECART (%) = .0479748288136374 APPUI4 FZ (N) = 3180 ****** VALEUR BEAMSTRESS = 3181.35854262871 ****** ECART (%) = .0427214663117205 CAS TEST VALIDE COMPARAISON N°02 AVEC PIPESTRESS : CAS TEST INSPIRE DU BENCHMARK NRC - ELEMENTS APESANTS ET INTERPOLATION LOG PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) APPUI1 FX (N) = 307 ****** VALEUR BEAMSTRESS = 308.721980089353 ****** ECART (%) = .560905566564549 APPUI1 FY (N) = 46 ****** VALEUR BEAMSTRESS = 46.3481024743853 ****** ECART (%) = .756744509533152 APPUI1 FZ (N) = 3635 ****** VALEUR BEAMSTRESS = 3645.92394540843 ****** ECART (%) = .300521194179504 APPUI2 FX (N) = 312 ****** VALEUR BEAMSTRESS = 312.985116474918 ****** ECART (%) = .315742459909675 APPUI2 FY (N) = 236 ****** VALEUR BEAMSTRESS = 236.419620812181 ****** ECART (%) = .177805428890192 APPUI2 FZ (N) = 2987 ****** VALEUR BEAMSTRESS = 2993.21607410174 ****** ECART (%) = .208104255163667 APPUI3 FX (N) = 258 ****** VALEUR BEAMSTRESS = 257.926451875665 ****** ECART (%) = .0285070249360871 APPUI3 FY (N) = 236 ****** VALEUR BEAMSTRESS = 235.470344678539 ****** ECART (%) = .224430220957909 APPUI3 FZ (N) = 2359 ****** VALEUR BEAMSTRESS = 2364.10340343806 ****** ECART (%) = .216337576857143 APPUI4 FX (N) = 434 ****** VALEUR BEAMSTRESS = 433.815780698604 ****** ECART (%) = .0424468436395295 APPUI4 FY (N) = 534 ****** VALEUR BEAMSTRESS = 534.231094757518 ****** ECART (%) = .0432761718198091 APPUI4 FZ (N) = 3160 ****** VALEUR BEAMSTRESS = 3159.85522678768 ****** ECART (%) = .00458143076965411 CAS TEST VALIDE COMPARAISON N°03 AVEC PIPESTRESS : CAS TEST INSPIRE DU BENCHMARK NRC - ELEMENTS PESANTS ET INTERPOLATION LINEAIRE PRISE EN COMPTE DES DEFORMATIONS D'EFFORTS TRANCHANTS (TIMOSHENKO) APPUI1 FX (N) = 442 ****** VALEUR BEAMSTRESS = 443.775186339252 ****** ECART (%) = .401625868609025 APPUI1 FY (N) = 163 ****** VALEUR BEAMSTRESS = 164.331807230661 ****** ECART (%) = .81705965071247 APPUI1 FZ (N) = 6589 ****** VALEUR BEAMSTRESS = 6592.2952892751 ****** ECART (%) = .0500119786781137 APPUI2 FX (N) = 439 ****** VALEUR BEAMSTRESS = 440.440356705626 ****** ECART (%) = .328099477363531 APPUI2 FY (N) = 339 ****** VALEUR BEAMSTRESS = 339.228419866957 ****** ECART (%) = .0673804917276734 APPUI2 FZ (N) = 3943 ****** VALEUR BEAMSTRESS = 3942.67238231902 ****** ECART (%) = .00830884303777654 APPUI3 FX (N) = 375 ****** VALEUR BEAMSTRESS = 374.585235009538 ****** ECART (%) = .110603997456595 APPUI3 FY (N) = 332 ****** VALEUR BEAMSTRESS = 332.441316907459 ****** ECART (%) = .132926779355188 APPUI3 FZ (N) = 3134 ****** VALEUR BEAMSTRESS = 3133.52262803447 ****** ECART (%) = .0152320346373059 APPUI4 FX (N) = 635 ****** VALEUR BEAMSTRESS = 634.6605097467 ****** ECART (%) = .0534630320156987 APPUI4 FY (N) = 1650 ****** VALEUR BEAMSTRESS = 1651.1113334697 ****** ECART (%) = .0673535436183446 APPUI4 FZ (N) = 6209 ****** VALEUR BEAMSTRESS = 6206.70549293046 ****** ECART (%) = .0369545348612649 CAS TEST VALIDE *********************************************************************************** CONCLUSION DES CAS TEST *********************************************************************************** SSLL01 : True SSLL02 : True SSLL03 : True SSLL04 : True SSLL05 : True SSLL06 : True SSLL07 : True SSLL08 : True SSLL09 : True SSLL10 : True SSLL11 : True SSLL13 : True SSLL14 : True SSLL15 : True SSLL16 : True SDLL01 : True SDLL02 : True SDLL03 : True SDLL04 : True SDLL05 : True SDLL08 : True SDLL09 : True SDLL10 : True SDLL11 : True SDLL12 : True SDLL13 : True SDLL14 : True SDLL15 : True SDLL16 : True SDLX01 : True SDLX02 : True SDLL23 : True SDLL108 : True SDLL112 : True SDLL132 : True ANCRAGE1 : True ANCRAGE2 : True ANCRAGE3 : True ANCRAGE4 : True ANCRAGE5 : True ANCRAGE6 : True ANCRAGE7 : True ANCRAGE8 : True ANCRAGE9 : True ANCRAGE10 : True ANCRAGE11 : True ANCRAGE12 : True ANCRAGE13 : True ANCRAGE14 : True ANCRAGE15 : True ANCRAGE16 : True ANCRAGE17 : True ANCRAGE18 : True ANCRAGE19 : True ANCRAGE20 : True ANCRAGE21 : True ANCRAGE22 : True ANCRAGE23 : True ANCRAGE24 : True ANCRAGE25 : True ANCRAGE26 : True ANCRAGE27 : True ANCRAGE28 : True ANCRAGE29 : True ANCRAGE30 : True ANCRAGE31 : True ANCRAGE32 : True ANCRAGE33 : True ANCRAGE34 : True ANCRAGE35 : True ANCRAGE36 : True ANCRAGE37 : True ANCRAGE38 : True ANCRAGE39 : True ANCRAGE40 : True ASSEMBLAGE1 : True ASSEMBLAGE2 : True ASSEMBLAGE3 : True ASSEMBLAGE4 : True ASSEMBLAGE5 : True ASSEMBLAGE6 : True ASSEMBLAGE7 : True ASSEMBLAGE8 : True ASSEMBLAGE9 : True ASSEMBLAGE10 : True ASSEMBLAGE11 : True ASSEMBLAGE12 : True ASSEMBLAGE13 : True ASSEMBLAGE14 : True ASSEMBLAGE15 : True ASSEMBLAGE16 : True ASSEMBLAGE17 : True ASSEMBLAGE18 : True ASSEMBLAGE19 : True ASSEMBLAGE20 : True ASSEMBLAGE21 : True ASSEMBLAGE22 : True ASSEMBLAGE23 : True ASSEMBLAGE24 : True EUROCODE 3 : True EN13480 : True PLATINE 4 TIGES - LESCOUARCH 1 TIGE : True PLATINE 4 TIGES - LESCOUARCH 1 TIGE AVEC CONFIG INVERSEE : True PLATINE 4 TIGES - LESCOUARCH 2 TIGES : True PLATINE 4 TIGES - LESCOUARCH 2 TIGE AVEC CONFIG INVERSEE : True PLATINE 4 TIGES - LESCOUARCH 3 TIGES : True PLATINE 4 TIGES - LESCOUARCH 3 TIGE AVEC CONFIG INVERSEE : True PLATINE 4 TIGES - LESCOUARCH 4 TIGES : True PLATINE 4 TIGES - LESCOUARCH 4 TIGE AVEC CONFIG INVERSEE : True PLATINE 2 TIGES - LESCOUARCH 2 TIGES - ANALYTIQUE : True PLATINE 2 TIGES - LESCOUARCH 2 TIGES - ANALYTIQUE - AVEC CONFIG INVERSEE : True PLATINE 2 TIGES - LESCOUARCH 1 TIGE - ANALYTIQUE : True PLATINE 2 TIGES - LESCOUARCH 1 TIGE - ANALYTIQUE - AVEC CONFIG INVERSEE : True PLATINE 2 TIGES - LESCOUARCH 2 TIGES - GEOMETRIQUE : True PLATINE 2 TIGES - LESCOUARCH 2 TIGES - GEOMETRIQUE - AVEC CONFIG INVERSEE : True PLATINE 2 TIGES - LESCOUARCH 1 TIGE - REPRISE ANALYTIQUE AVEC M20 : True PLATINE 2 TIGES - LESCOUARCH 2 TIGES - REPRISE ANALYTIQUE AVEC M20 : True PLATINE 2 TIGES - LESCOUARCH 1 TIGE - GEOMETRIQUE : True PLATINE 2 TIGES - LESCOUARCH 1 TIGE - GEOMETRIQUE - AVEC CONFIG INVERSEE : True ANALYSE SPECTRALE N°01 : True ANALYSE SPECTRALE N°02 : True ANALYSE SPECTRALE N°03 : True ANALYSE SPECTRALE N°04 : True ANALYSE SPECTRALE N°05 : True ANALYSE SPECTRALE N°06 : True ANALYSE SPECTRALE N°07 : True Nombre de cas tests au total = 126 Nombre de cas tests validés = 126