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jj - iAuto.|LinearTens|Tension OnlyComp|Compression OnlyTensCompER_S_tER_E_n_d s_y_y_,_ _S_t s_z_z_,_ _S_ts_y_y_,_ _E_n_ds_z_z_,_ _E_n_d M_y_H_,_ _S_t M_z_H_,_ _S_tM_y_H_,_ _E_n_dM_z_H_,_ _E_n_d.|FixedHng-z|Hinge Around z AxisHng-y|Hinge Around y Axis Hng-yz|Hinge Around y and z AxisSph|Spherical hingeRoll-y|Roller along the y axisRoll-z|Roller along the z axis Custom...Ecc.TypeMemPlaShThck.FactorSh.NodeS. No.Group Exc.|Concom.Exc./Seismic|Concom.\g\g_F\g_A\a\mnn_Sn_In_d\g\g_U\g_L\Y_0\Y_1\Y_2 \g_f_;_g_U \g_f_;_g_L\g_2\g_f_;_q\Y\Y_tr_P permanent incidental exceptionalDir. DirectionK(x)K(y)K(z)K(xx)K(yy)K(zz)F(x)F(y)F(z)M(x)M(y)M(z)Geom.GlobalRef.Elem.Node Local|System(x: %s; z: %s)(x: Geom.; z: %s)m_Xm_Ym_Z Init. P/GA. S.I. S.Min. G/PMax. G/PStiffness|Adj. R.Ten.Comp.Geom.X_1Y_1Z_1X_2Y_2Z_2X_3Y_3Z_3AreaMasterSlaveEnvelopeCriticalLinear NonlinearPartsSelectedFiltered%s, %sC min.|max.CaseCritical CombinationExt.L=%sRCQAxisVM %d.%d R%sRegistered to %sPage %dModel:Date: %s(%d/%d) M = 1 : %d M ~ 1 : %d Permanent Incidental ExceptionalForcesEUNBIncidental combinationsIncidental combinationI ShapesU ShapesL Shapes Ring Shapes Round ShapesRectangular ShapesC ShapesZ ShapesS ShapesJ ShapesT Shapes Custom ShapesL equal anglesL unequal anglesIPE European I-beamsIPN European standard beamsHE European wide flange beams HL beams with very wide flangesHD wide flange columnsHP wide flange bearing piles UB British universal columnsUC British universal columns"UAP channels with parallel flangesUPN European standard channels"[] Concrete square cross-sectionsO Concrete round shapesO Hungarian pipes$O Hungarian steel rod round shapes'[] Hungarian cold formed square shapes,[] Hungarian cold formed rectangular shapesI Hungarian I-beamsU Hungarian standard channelsL Hungarian equal anglesL Hungarian unequal anglesI Romanian shapesU Romanian U shapesL Romanian equal anglesL Romanian unequal angles O Dunaújvárosi Hungarian pipes'L Dunaújvárosi Hungarian equal angles)L Dunaújvárosi Hungarian unequal angles-[] Dunaújvárosi Hungarian rectangular shapes([] Dunaújvárosi Hungarian square shapes#C Dunaújvárosi Hungarian C shapes#U Dunaújvárosi Hungarian channels#Z Dunaújvárosi Hungarian Z shapes#S Dunaújvárosi Hungarian S shapes#J Dunaújvárosi Hungarian J shapes[] RHS square shapes[] RHS rectangular shapes AISC S Shapes AISC M ShapesAISC HP ShapesAISC Square TubingAISC Rectangular Tubing AISC S Pipes AISC ES PipesAISC DES PipesAISC Miscellaneous ChannelsAISC Standard Channels AISC Angles AISC W ShapesNEN round shapesNEN square shapesLength Total lengthMaterial Cross-sectionCross-sectional forcesCross-section displacementsCross-section location:xDifferent Shapes#Beam %d Cross-Section Displacements2Cross-Section Displacements in %d Connecting Beams"Rib %d Cross-Section Displacements1Cross-Section Displacements in %d Connecting Ribs'Beam %d Cross-Sectional Internal Forces6Cross-Sectional Internal Forces in %d Connecting Beams&Rib %d Cross-Sectional Internal Forces5Cross-Sectional Internal Forces in %d Connecting Ribs Material Name\STotal Element TypeMembranePlateShell Cross-SectionMTruss %dBeam %dRib %dMem %dPla %dSh %dShMemPla Ref. Elem.R(x)R(y)R(z)R(r)R(xx)R(yy)R(zz)R(rr)F(x)F(y)F(z)F(r)M(x)M(y)M(z)M(r)NL(x)NL(y)NL(z)NL(xx)NL(yy)NL(zz)GlobalBeam r.Edge r.Ref.LineEdgeSurfaceV1V2V3V4V5V6Nodal Beam Conc. G Beam Conc. LInfluence LineRib Distr. G ln.Rib Distr. G proj. Rib Distr. LBeam Distr. G ln.Beam Distr. G proj. Beam Distr. L Rib Thermal Beam ThermalSurface ThermalBeam Fault in L.Truss Fault in L. Truss Thermal Rib Dead LoadBeam Dead LoadTruss Dead LoadSurface Dead LoadSurface Distr. Surface EdgeSupport Displ. Global Proj.Global Along L.LocalRef.Dist. DirectionFxFyFzFXFYFZMxMyMzMXMYMZpx1py1pz1pX1pY1pZ1px2py2pz2pX2pY2pZ2pxpypzpmT1T2T0WeightpxpypzpXpYpZ Beam Tension Truss TensionPNode EnvironmentSurface/5 mmdryhum.hum.s.seaw.aggr.checkno checkmanip.cxcyActual|dx - sxActual|dy - sy Max.|Aggr.Pos.TCBModeLinear AnalysisNonlinear AnalysisVibration AnalysisVibration AnalysisBuckling AnalysisComp.ViewPartSectionPersp.E (W)E (P)E (U)E (Eq)%d parts %d sectionsE (EVal)Error\wfTEVal Iterations Envelope Min Envelope MaxEnvelope Min,Max Critical Min. Critical Max.Critical Min,Max.Casen_c_rncrLdp IncrementNODESNODE_NUMMASSESLINES RIGID_ELEMRIGID_ELEM_NUMTRUSSES TRUSS_NUM MATERIAL_NUM MATER_NAMESCROSS_SECT_NUMCROSS_SECT_NAMLENGTH_OF_BEAMSBEAMSBEAM_NUMRIBSRIB_NUMEDGESHOLES BEAM_LOC_SYS RIB_LOC_SYSSHAPES SURF_CENTSURF_NUM SURF_LOC_SYSK_POINTS K_POINT_NUM REFERENCES REFERENCE_NUMSUPPORTS SUPPORT_NUM CONC_LOADSBEAM_DISTR_LOADSBEAM_THERMAL_LOADSBEAM_TENSION_LOADSBEAM_FAULT_IN_LENGTHBEAM_END_FORCESINFLUENCE_LINE DEAD_LOADSURF_DISTR_LOADSSURF_EDGE_LOADSSURF_THERMAL_LOADS LOAD_VALUESGRID BKGND_LAYERSURFACESORIGIN THICKNESS MASS_VALUESAXES DISPLACEMENTS DISPL_DIAGBEAM_FORCES_DIAG BEAM_FORCESSURFACE_FORCES_DIAGSURFACE_FORCES PRINCIPAL_DIRSPRINGS GAP_ELEMENTS SPRING_NUMGAP_NUMSPRING_LOC_SYS GAP_LOC_SYSARCHICADBEAM_STRESS_DIAG BEAM_STRESSINFL_LINE_DIAG INFL_LINE_VALSUPP_FORCES_DIAGSUPPORT_FORCES SPRING_FORCESSPRING_FORCES_DIAG GAP_FORCESGAP_FORCES_DIAGSURF_STRESS_DIAGSURFACE_STRESSES SUPP_LOC_SYSEDIT_CROSS_SECTIONEDIT_CONCRETE_COLUMN REINF_VALUES REINF_DIAGLINKMESHBORDERMEMBRANEPLATESHELLBOTTOM_REINF_DIR_XBOTTOM_REINF_DIR_YTOP_REINF_DIR_XTOP_REINF_DIR_YBOTTOM_VALUES_XBOTTOM_VALUES_Y TOP_VALUES_X TOP_VALUES_YBOTTOM_SCALE_XBOTTOM_SCALE_Y TOP_SCALE_X TOP_SCALE_Y CRACK_VALUES CRACK_DIAGRULERS SECT_PLANEDOMAINS DESIGN_GROUP Beam %d Cross-Sectional Stresses/Cross-Sectional Stresses in %d Connecting BeamsRib %d Cross-Sectional Stresses.Cross-Sectional Stresses in %d Connecting RibsCross-Section1Cross-section %siT_i\b_i\e_X\e_Y\e_ZGlobalRef.a/dadPos.Beam GBeam L Rib G ln. Rib G proj.Rib L Beam G ln. Beam G proj.Beam LT_r_e_fT_1T_2dLPG sur.G proj.Le_xe_ye_z\j_x\j_y\j_zp(x)p(y)p(z) MiscellaneousSteelConcreteTimber AluminiumNational Design Code Material CodeCode\s_b_HR_b_c\F\n\af_c_d\s_b\s_t_HR_b_tf_c_t_d\s_b_Zf_yf_uf_y^*f_u^*\s_H\t_H\s_p_HR_yR_cRf_c_k\g_c\aE_c_m\f_ _tE_sE_aE_sE_s\s_s_HR_af_y_d\s_sf^’_c_kf^’_bf_bf_b_mE^’_b_-_s_h_o_r_t\Ff_y_df_y_tf_y_d^*f_y_t^* \e_s_0 [‰] \e_s_H [‰] \e_s_1 [‰] \e_s_u [‰] f_s_r_e_pf_sm_a_tm_b_cm_b_t\x_0Axial Force-Bending-ShearN-M-V%Compression-Bending-Flexural Buckling N-M-Buckl.Axial Force-Bending-Lateral Torsional Buckling N-M-LTBuckl Shear (y)Vy Shear (z)VzShear-Bending-Axial ForceVw-M-NAxial Plastic ResistanceNplRdShear Plastic Resistance (y)VplyRdShear Plastic Resistance (z)VplzRdShear Web Buckling ResistanceVbaRdElastic Moment Resistance (yy)MelyRdElastic Moment Resistance (zz)MelzRdPlastic Moment Resistance (yy)MplyRdPlastic Moment Resistance (zz)MplzRd!Flexural Buckling Resistance (yy)NbyRd!Flexural Buckling Resistance (zz)NbzRd%Lateral-Torsional Buckling ResistanceMbRdResultsAxial Force-Bending-ShearN-M-QCompression-Bending-Buckling N-M-Buckl.Axial Force-Bending-Lateral-Torsional Buckling N-M-LTBuckl Shear (y)Qy Shear (z)Qz)Stress Resultant in the Web at the FlangeSr Web BucklingBkl-wFlange BucklingBkl-fAxial ResistanceNHShear Resistance (y)QyHShear Resistance (z)QzHMoment Resistance (yy)MyHMoment Resistance (zz)MzHBuckling Resistance (yy)NkiyHBuckling Resistance (zz)NkizH%Lateral-Torsional Buckling ResistanceMkHAxial Force-Bending-ShearN-M-V%Compression-Bending-Flexural Buckling N-M-FlxBuckl.Axial Force-Bending-Lateral Torsional Buckling N-M-LTBucklShearVAxial ResistanceNudShear Resistance (y)VyuRdShear Resistance (z)VzuRdMoment Resistance (yy)MyuRdMoment Resistance (zz)MzuRdBuckling Coefficient (y)obyBuckling Coefficient (z)obzC1C1C2C2&Lateral-Torsional-Buckling CoefficientoLTBResultsAxial Force-Bending (strength) N-M-StrengthAxial Force-Bending (stability) N-M-Stab. Shear (y)Qy Shear (z)Qz*Equivalent Stress in the Web at the FlangeSrCross-Section Shear Factor (y)ShyCross-Section Shear Factor (z)Shz$Cross-Section Elasticity Modulus (y)Wely$Cross-Section Elasticity Modulus (z)WelzMaximum SlendernessLmax!Minimum Buckling Reduction FactorFimin!Lateral Buckling Reduction FactorFiG Cross-Section Reinforcement\n_y\n_z\b_y\b_zStiffening Rebars M_y_,_s_dM_xA_s_t M_z_,_s_dA_sA_s_2x_c Q_z_,_s_d Q_y_,_s_dQ_z^r_,^e_s^d_dQ_y^r_,^e_s^d_ds_wV_R_d_1V_R_d_2V_R_d_3M_y^m_,^i_s^n_dM_z^m_,^i_s^n_dM_y^m_,^a_s^x_dM_z^m_,^a_s^x_dA_s_tA_s_bA_s_t_2A_s_b_2MyMzA_aA_a’xQ_zQ_y Q_z_,_r_e_d Q_y_,_r_e_da_es_iQ_bQ_eQ_c_a_pMy_m_i_nMz_m_i_nMy_m_a_xMz_m_a_xA_s_tA_s_bA_s_t_2A_s_b_2M_y_MM_z_MA_sA_s_vx_I_I_IQ_z_MQ_y_M Q_z^r_M^e^d Q_y^r_M^e^ds_wT_H_aT_H_fT_H M_y^m_M^i^n M_y^m_M^a^x M_z^m_M^i^n M_z^m_M^a^xA_s_tA_s_bA_s_t_vA_s_b_vBeam Reinforcement ResultsBeam Reinforcement Summary Str.|elem.Analysis Max. Loc.Max.bhtb1utub\sbHRbc\afcd\sb\stHRbifctd\sbZEsEaEsEs\ssHRafyd\ss\eb0 [‰]\ebH [‰]\es0 [‰]\esH [‰]\ec1 [‰]\ecu [‰]\es1 [‰]\esu [‰]Legs\F_s Cross-SectionRebarsStirrupLongitudinal rebarsN_xQ_yQ_zM_xM_yM_z Seismic ZoneC_v\a_c_rK_y_yK_z_zK_w\n_y_y\n_z_z\n_wZ_ad\m_y_y\m_z_z\m_0\nC_1C_2aL\k_y_y\k_z_zYl_1l_gl_1_Ul_g_Ul_1_Ll_g_L F_y_t_o_t F_z_t_o_tY-BracedZ-BracedTorsional Constraintfixedpartialfree Member %dx[%s]1Analysis of Member %d according to MSz 15024/1-85-Analysis of Member %d according to Eurocode 3&Analysis of Member %d according to NEN,Analysis of Member %d according to AISC-LRFD-Analysis of Member %d according to STAS 10108(MSz 3.3.2.1/3, 3.5.4) (MSz 3.2.1) (MSz 3.5.6.1) (MSz 2.6.2.3) (MSz 2.6.2.3) (MSz 3.3.2.2) (MSz 3.3.4) (MSz 3.2.3)Maximum Efficiency (EC3 5.4.8-9) (EC3 5.5.4) (EC3 5.5.4)(EC3 5.4.6, 5.6.3) (EC3 5.4.6) (EC3 5.6.7.2)Buckling CoefficientsBuckling|parametersn_c_o_lcx_Tcx_Bcy_Tcy_Bdx_Tdx_Bdy_Tdy_Bpassed not passed cannot checkItemPageReinforced concrete columnsReinforced concrete beamsB1B2C3C4 (Node %d, %s)dş!ŽĄŻ´¸ČËÓŰ äéíóű !&*.69<?BEHKNQTWZ]`behknqty~†Œ’•˜›Ÿ˘ĽŠ­ąľ¸ťžÁÄÇËĎÓ×Űßäčěńőůý  %+17<AFKQW]cinsx}ƒ‰•› ĽŞŻľťÁÄÇĘÎŇÖŮÝŕăćęîňőů!%-58;>AGMPSW[_cksy‡•›Ą¨Ż źÁĆĘÎÔÚŕćéěđô÷    %*.26:>BGLQV\bglqv}„‹’—œĄŚŤ°śźÂČĐŘď  #&),.02468;>ACFILQV[_dinsx}†‹•šŸŁ¨­˛ˇźÁĹĘĎÔÖÚßâäćéëďňőůţ   #) 2:<@DGLO Z f r }„‡Š“—š Ł¨ŞŹŽ°łśšźżĂÇÍÓÚáčďňřü %+16=?ACGKPRTVXZ_f ov  Œ — ¤ľ Á ËŃŘć ň ţ #1PdxŠ ”  Ż ťĐí ! 2 O b y  Ľ ş Ë ć ű  % : P f z Ž Ľ Ź ž Ď Ř î   * D \ r ‡ § ´ Á Ę × č ř   * ; N \ h z ‡ ˘ "Ä !ĺ ó ţ  6 P n Š § ž Ó ë !%A,m'”(źŘć4IXm„•ŞÄŕů "'- 6>ADGIPW^ek tx… Ž•œ¤¨Ž´š ÄÜöú˙   ! - 9 E Q ] iy–ł#Öć % /4:>BFLSW]dlz‘”™žĄ¤ŚŞŽ˛ľşżÄÉÎ Ů äé ňőúţ  !',16<BHMRW\afl uz„•¤śşžÂ ĚŇŘ á ęý"&*.2: E NV ` i u  ˆŽ•— ĄŚťŔĹÇĘĚÝö   % 08 B MRTXs š § ´ÂĐă đ ý   $6Qp‡ §Ćäü9W w"™ˇĎč˙%$&Jbz"œ&ÂŮđ!%6U(}&Ł%Č$ě (Fd‚šĐí4I_vŽŠˇĐâú   2F[]r%—2É'đ4$'K4)¨6Ţ éě ő ˙   $, 5 > GOSX] glqv{‡“˜˘§ŹąśťÁÇÍÔŰâčîóřţ $ 0 <J]q˘ Žź ČŘ ä ń ţ  " 1 ? 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KörnyezetFelület/5 mmsz.nd.nds.teng.agr.ell.nem ell.kez.cxcyAlkalmazott|dx - sxAlkalmazott|dy - sy Max.|adalékPoz.FKAAlakLineáris számításNemlineáris számításLineáris rezgésNemlineáris rezgésKihajlásvizsgálatKomp.NézetRészletMetszetPersp.E (W)E (P)E (U)E (ER) %d részlet %d metszetE (S.é.)Hiba\wfTS.é.Iteráció Burkoló Min Burkoló MaxBurkoló Min,Max Mértékadó Min Mértékadó MaxMértékadó Min,MaxEsetn_k_rnkrThp NövekményCSPCSP_SZTOMEGEKVONALAK MEREV_TESTEK MEREV_TEST_SZ RACSRUDAK RACSRUD_SZANYAG_SZ ANYAG_NEV SZELVENY_SZ SZELVENY_NEVRUDHOSSZRUDAKRUD_SZBORDAKBORDA_SZPEREMEKLYUKAK RUD_LOK_RENDBORDA_LOK_REND SZELVENYEK FELULET_KP FELULET_SZFELULET_LOK_RENDK_PONTOK K_PONT_SZ REFERENCIÁK REFERENCIA_SZTAMASZOK TAMASZ_SZ KONC_EROK RUD_MEGO_TERH RUD_HOM_TERHRUD_FESZITOEROKRUD_HOSSZVALTOZAS RUDVEGI_EROK HATASABRAONSULY FEL_MEGO_TERH FEL_ELM_TERH FEL_HOM_TERHTEHERINTENZITASGRID HATTERFOLIA FELULETEK REL_ORIGO VASTAGSAGTOMEGINTENZITAS TENGELYEK ELMOZD_ERTEK ELMOZD_DIAGRUDIGE_DIAGRAM RUDIGENYBEV FEL_IGE_DIAGRFEL_IGENYBEVETELEK FOIRANYOKRUGOK KONTAKTELEMEKRUGO_SZKONTAKTELEM_SZ RUGO_LOK_RENDKONTAKT_LOK_RENDARCHICAD RUD_FESZ_DIAGRUD_FESZULTSEGEKHATASABRA_DIAG HATASABRA_ERTTAMASZIGE_DIAGTAMASZIGENYBEVETELEKRUGO_IGENYBEVETELEK RUGO_IGE_DIAGKONTAKT_IGENYBEVETELEKKONTAKT_IGE_DIAGFEL_FESZ_DIAGRAMFELULET_FESZULTSEGEKTAMASZ_LOK_RENDSZERK_SZELVENY SZERK_VBOVASMENNYISEGEK VASMENNY_DIAGLINKHALOZATKONTURTARCSALEMEZHEJ X_ALSO_VAS Y_ALSO_VAS X_FELSO_VAS Y_FELSO_VAS X_ALSO_ERTEK Y_ALSO_ERTEK X_FELSO_ERTEK Y_FELSO_ERTEK X_ALSO_SKALA Y_ALSO_SKALA X_FELSO_SKALA Y_FELSO_SKALAREPEDESTAGASSAG REPEDES_DIAGVONALZOK METSZOSIK TARTOMANYOK MER_CSOPORT$%d. rúd keresztmetszeti feszültségei1Keresztmetszeti feszültségek %d összefüggő rúdban&%d. borda keresztmetszeti feszültségei3Keresztmetszeti feszültségek %d összefüggő bordában Szelvény1 Szelvény: %siT_i\b_i\e_X\e_Y\e_ZGlobálisRef.a/dadPoz.Rúd GRúd L Borda G hm. Borda G vet. Borda L Rúd G hm. Rúd G vet. Rúd LT_r_e_fT_1T_2dLPG fel. G vet. Le_xe_ye_z\j_x\j_y\j_zp(x)p(y)p(z)EgyébAcélBetonFa AlumíniumNemzeti szabvány AnyagszabványSzabvány\s_b_HR_b_c\F\n\af_c_d\s_b\s_t_HR_b_tf_c_t_d\s_b_Zf_yf_uf_y^*f_u^*\s_H\t_H\s_p_HR_yR_cRf_c_k\g_c\aE_c_m\f_ _tE_sE_aE_sE_s\s_s_HR_af_y_d\s_sf^’_c_kf^’_bf_bf_b_mE^’_b_-_s_h_o_r_t\Ff_y_df_y_tf_y_d^*f_y_t^* \e_s_0 [‰] \e_s_H [‰] \e_s_1 [‰] \e_s_u [‰] f_s_r_e_pf_sm_a_tm_b_cm_b_t\x_0Normálerő-Hajlítás-NyírásN-M-VNyomás-Hajlítás-Kihajlás N-M-Kihajl.Normálerő-Hajlítás-Kifordulás N-M-Kiford. 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Nyírás (y)Qy Nyírás (z)Qz#Összehasonlító feszültség (nyakban)SnGerinc horpadásHorp-g Öv horpadásHorp-oNormálerő határerőNHNyírási határerő (y)QyHNyírási határerő (z)QzHNyomatéki határerő (yy)MyHNyomatéki határerő (zz)MzHKihajlási határerő (yy)NkiyHKihajlási határerő (zz)NkizHKifordulási határerőMkHNormálerő-Hajlítás-NyírásN-M-VNyomás-Hajlítás-Kihajlás N-M-Kihajl.Normálerő-Hajlítás-Kifordulás N-M-Kiford.NyírásVNormál ellenállásNudNyírási ellenállás (y)VyuRdNyírási ellenállás (z)VzuRdNyomatéki ellenállás (yy)MyuRdNyomatéki ellenállás (zz)MzuRdKihajlási paraméter (y)obyKihajlási paraméter (z)obzC1C1C2C2Kifordulási paraméteroLTB EredményekNormálerő-hajlítás (szilárdság) N-M-Szil.Normálerő-hajlítás (stabilitás) N-M-Stab. Nyírás (y)Qy Nyírás (z)QzEkvivalens feszültség (nyakban)Sn#Nyírási keresztmetszeti tényező (y)Shy#Nyírási keresztmetszeti tényező (z)Shz$Rugalmas keresztmetszeti modulus (y)Wely$Rugalmas keresztmetszeti modulus (z)WelzMaximális karcsúságLmax%Minimális kihajlási csökkentő tényezőFiminKifordulási csökkentő tényezőFiGKeresztmetszet:Vasalás:\n_y\n_z\b_y\b_zFelkeményedő acélbetét M_y_,_s_dM_xA_s_c_s M_z_,_s_dA_sA_s_2x_c Q_z_,_s_d Q_y_,_s_dQ_z^r_,^e_s^d_dQ_y^r_,^e_s^d_dsV_R_d_1V_R_d_2V_R_d_3M_y^m_,^i_s^n_dM_z^m_,^i_s^n_dM_y^m_,^a_s^x_dM_z^m_,^a_s^x_dA_s_fA_s_aA_s_f_2A_s_a_2MyMzA_aA_a’xQ_zQ_y Q_z_,_r_e_d Q_y_,_r_e_da_es_iQ_bQ_eQ_c_a_pMy_m_i_nMz_m_i_nMy_m_a_xMz_m_a_xA_s_fA_s_aA_s_f_2A_s_a_2M_y_MM_z_MA_sA_s_vx_I_I_IQ_z_MQ_y_M Q_z^r_M^e^d Q_y^r_M^e^dsT_H_aT_H_fT_H M_y^m_M^i^n M_y^m_M^a^x M_z^m_M^i^n M_z^m_M^a^xA_s_fA_s_aA_s_f_vA_s_a_vGerenda vasalás eredményekGerenda vasalás kivonat Szerk.|elemVizsg. Max. helyeMax.bhtb1ufua\sbHRbc\afcd\sb\stHRbifctd\sbZEsEaEsEs\ssHRafyd\ss\eb0 [‰]\ebH [‰]\es0 [‰]\esH [‰]\ec1 [‰]\ecu [‰]\es1 [‰]\esu [‰]Szárak\F_kKeresztmetszet BetonacélKengyel HosszvasalásN_xQ_yQ_zM_xM_yM_zFöldrengés zónaC_v\a_k_rK_y_yK_z_zK_w\n_y_y\n_z_z\n_wZ_ad\m_y_y\m_z_z\m_0\nC_1C_2aL\k_y_y\k_z_zYl_1l_gl_1_Fl_g_Fl_1_Al_g_A F_y_t_o_t F_z_t_o_t Y merevítés Z merevítésBefogás csavarás ellenfix részlegesszabad%d. szerk. elemx[%s]5%d. szerkezeti elem vizsgálata MSz 15024/1-85 szerint1%d. szerkezeti elem vizsgálata Eurocode 3 szerint*%d. szerkezeti elem vizsgálata NEN szerint0%d. szerkezeti elem vizsgálata AISC-LRFD szerint1%d. szerkezeti elem vizsgálata STAS 10108 szerint(MSz 3.3.2.1/3, 3.5.4) (MSz 3.2.1) (MSz 3.5.6.1) (MSz 2.6.2.3) (MSz 2.6.2.3) (MSz 3.3.2.2) (MSz 3.3.4) (MSz 3.2.3)Max. kihasználtság (EC3 5.4.8-9) (EC3 5.5.4) (EC3 5.5.4)(EC3 5.4.6, 5.6.3) (EC3 5.4.6) (EC3 5.6.7.2)Stabilitási paraméterekKihajlási|paraméterekn_c_o_lcx_Tcx_Bcy_Tcy_Bdx_Tdx_Bdy_Tdy_Bmegfelel nem felel megnem ellenőrizhetőTételOldalVasbetonoszlop táblázatokVasbetongerenda táblázatokG1G2O3O4(%d. cspt. %s)jş!‘’Ś ą´šÉĚÔÜ ĺęďóú   %)-58;>ADGJMPSVY\_adgjmpsx}…•˜›ž˘Ľ¨Ź°´¸ťžÁÄÇĘÎŇÖÚŢâçëďôřü "(.4:?DINTZ`flqv{€†Œ’˜žŁ¨­˛¸žÄÇĘÍŃŐŮÜŕăćéíńőřü  $(08;>ADJPSVZ^bfnv|‚Š’˜ž¤Ť˛ żÄÉÍŃ×Ýăéěďó÷ú   %*.26:>BGLQV\bglqv}„‹’—œĄŚŤ°śźÂČĐ Úô  "%'*-03579;=?BEHJMPSX]bfkpuz„ˆ’—œĄŚŞŻ´šžĂČĚŃÖŰÝáćéëíđňöůü   *0B NPTX[`cr —œŸ˘Ľ¨ŤŽ˛ľ¸ťžĂĹÇÉËÎŃÔ×ÚŢâčîőü  #'*- 9> HPW_fhjlqv}ƒ…‡ ˜ ¤Ťš Ä Ńßńř # , 7>Nat‚ ŽžŹ ś ÂĐĺů % 8 V a o ‚  Ś ľ Ô ć ÷   / A T ` n y    ¨ ş Ň â ď   , = X h y ‚  ˘ ś Ä Ő ę ú  * ; H ] } 2Ż "Ń ŕ ë  #- L f ƒ %¨ Ŕ ŕ ů !)C$g1˜,Ä-ń 9J j|Šž´Ďáô)- 7<BIQTW]`gnu|‚ Œ’š ŁŞ°ś ŔÄĘĐŐ Ţď ) 5 A M Y e q }‹¨Ä$čř!!: EJNVZagnrx†™ľ¸˝ÂĹČĘÎŇÖŮŢăčíň ý   " +9J S \afkqw}‚‡Œ‘–›Ą¨­˛š ĆŐçëďó ý   /4:@DHLPTX\`dkrx ƒ ”  ¨ ą ťÂÄ ÎÓęďôöřú & /7 AI T _g t„‹‘ŠŔ Ę Ô Ţ ę ÷   % / 9P"r$– Ł °Ä$č "A`!#¤ˇÍč÷) (Haz.¨0Řń .80h ˆ2ş4î+,EcŸ˝Ű ű1F fƒŸ˛ĆŰń 8I[ eu ~…ĄźÍĎä) '4)])†+ą(Ů*), 9<C NV]dkm w ˆ “  §Žś˝ ÇĚŃÖŰáçíóřý !'-4;BIPX]chorux{~‡ ” Ą ŽÇáú / I ^ t † œ ¸ Î â ÷  !!! -!?!O! \!c!i!n!t! }!€!ƒ!†!‰!Œ!!’!•!˜!›!ž!Ą!Ľ!Š!­!ą!ľ!š!˝!Á!Ĺ!É!Í!Ń!Ô!×!Ú!Ý!ŕ!ă!ć!î!ń!ô!÷!ú!ý!""&"("." :"B"H"L"P"U"["`"e" n"s"v"y"‹"" ¨"­"Ż"ą"ł"¸"Ë"ă"ö"#$#*#2#9#A#H#N#T#Z#a# k# v# €#‡#Š#Œ#Ž#–#  #°#Ŕ#Ő#ä#ň#$ $$$$ #$*$ 5$<$C$ O$]$k$ u$ $ Š$ •$ Ą$ Ź$˛$ ť$Â$ Ě$Ó$Ú$ ç$ő$ý$ % %&% /% ;% F% S% \% h%o%%“%Ł%ˇ%Ĺ%Ó% ŕ%ň%&& $& /& ;&C& M&S& _&f&u&Š&›&Ż&Â&Ř&č&ď&˙& ' '%'5' >'M'\'o'ƒ'“' Ÿ' Ť'ť'Ń'ă'ő'(()(?(O(_(d(i(p(x((†(›(°(Ä(Ř( ĺ( ň( ţ( ))&) 3) @) K) U)\) i) r)€)&Ś)#É)$í)$* *.*0*4*9*>*C*H*O*T*X*Z*\*a*h*o*w* €*ˆ**—*ž*Ś*Ş*Ž*ą*ł*š*Á*Ă*Ç*Ë*Ď*Ô*Ů*Ţ*ă*č*í* ÷*ý*++ +!+ .+3+:+@+C+F+N+S+Z+`+h+o+s+w+}+ƒ+ˆ++”+˜+œ+ž+¤+Š+Ź+˛+š+˝+Á+Ĺ+É+Đ+Ô+Ú+ß+ç+í+ń+÷+ , ,,, ,(, 3, >, I, T, ^,b,h,n,t,y,—,,ł, ż,&ĺ,ó,----2-9-P-V-j-q-…-Œ-Ś-Ź-"Î-Ő-"÷-ţ-" .'.$K.R.g.m.‚.ˆ.˘.§. ˛.Ď.Ő.ę. ö.%/)/7/:/H/K/#n/q/ |/ †/”/ ž/ľ/š/Í/Ň/ć/ë/000#080>0S0Y0s0w0•0›0ą0 ˝0&ă0ń0 ű0ý011&1,1@1F1\1b1x1~1“1—1Ź1°1ł1ś1š1ź1×1Ü1 ç12 2 02 :2H2K2Y2\2y2|2›2Ÿ2ž2Â2%ç2ě2%33*3/3"Q3W3"y3}3 Š3š3Ÿ3¤3Š3Ž3Ç3 Ń3Ő3Ű3 ĺ3é3ď3ó3 ý3 44'4)41494A4Q4a4q44‡44•44 4Ł4§4Ź4Ž4˛4ś4 Â4 Î4Ň4Ö4Ú4Ţ4ć4 ď4 ř4 5 5555&5,52565<5D5J5P5 \5 h5j5p5v5z5 †5 ’5 ž5 Ş5°5ś5ž5Ć5ĺ5666 !6&6(6*6,6/62656:6>6D6H6M6Q6V6[6^6a6d6g6l6o6s6w6 €6 ‰6 ’6 ›6 ¤6 ­6 ś6 ż6 Č6Í6 Ů6 ă6é6ý677 7 777 "7&7-73797=7D7K7P7T7V7]7d7i7l7p7t7v7x77†7ˆ7Œ77–7œ7˘7¨7 ˛7 ź7 Ĺ7 Î7ă7ç7ď7ö7882F8.t8'›8-Č8.ö8 9 9'959C9Q9 ]9 i9y9‡9 “9 Ÿ9˛9 ž9Ě9á9đ9ř9ý9:: :::: :': 2: ?:D:I:e::‚:…:ˆ:‹:k˜:alpha,beta,khi,delta,epsilon,phi,gamma,eta,iota,phi,kappa,lambda,mu,nu,omicron,pi,theta,rho,sigma,theta,nu,omega,omega,ksi,psi,zeta, DurchmesserReinforcement Check AusnutzungjaneinLastkombinationLk%3d. Lf%3d. Lk%3D FormFormNameTypGruppe Gruppentyp Fachw.stabStabRippeLochNetzminmaxmin/maxeXeYeZfXfYfZeRfRexeyezfxfyfzNNxQyQzMxMyMzSminSmaxSminmaxTy_DschTz_DschSxnxnynxymxmymxyqxzqyzqRzn1n2anm1m2amnxvnyvmxvmyvdnxdnydnxydmxdmydmxydqxdqySxxSyySxySxzSyzSvS1S2aSSxx OSyy OSxy OSxz OSyz OSv OS1 OS2 OaS OSxx MSyy MSxy MSxz MSyz MSv MS1 MS2 MaS MSxx USyy USxy USxz USyz USv US1 US2 UaS UPX`1`PY`1`PZ`1`RxRyRzRxxRyyRzzRrRrrRxRyRzRxxRyyRzzRrRrrNx minNx maxSx minSx maxaxuayuaxoayoaxu,axoayu,ayoxuyuxoyoxu,xoyu,yoaxaysxusyusxosyosxu,sxosyu,syoam(u)am(o)amsz(u)amsz(o)aR(u)aR(o)x_s_2\s_s_2\s_b_1 \F / \a dschAi_uAt_oAtxAtyAtx_uAtx_oAty_uAty_oExEyn1vm1v\YErfülltjaNEIN?e(x)e(y)e(z)f(x)f(y)f(z)F_XF_YF_ZM_XM_YM_ZMy_uMz_uMy_oMz_oe_0_ye_0_z\Dey\Dez\DMy\DMze_0u_ye_0u_ze_0o_ye_0o_zee_yee_zde_yde_zea_yea_ze_2_ye_2_ze_t_ye_t_zn_c_o_l PermanentMomentaneous (short time)Momentaneous (long time) IncidentalpGdLdTdFRXPYPZPv=XYZxyzmmcmdmminftydmm^2cm^2dm^2m^2in^2ft^2yd^2mm^3cm^3dm^3m^3in^3ft^3yd^3mm^4cm^4dm^4m^4in^4ft^4yd^4mm^6cm^6dm^6m^6in^6ft^6yd^6°radmradkgqtlbNdaNkNMNlbfkipspsiksi°C°FsmsHzkHz TT.MM.JJJJSS:MMMaterialdatenbank MaterialienEE_xE_y\n\a_T\rMaterial|Farbe Kontur|FarbeProfildatenbankProfileNameAxAyAzIxIyIzIyzHyHzyGzGF.p.yzhbtwtfI1I2\aNh0Hh0N minN maxMy minMy maxMz minMz maxAbAs/AbyG*zG*I\wy\wz\wSySz HerstellungForm sonstigesgewalztkaltg.geschw.indiv.IULRohrRundRecht.CZSJTGeschl.Projekt: Bearbeiter:Modell Verzeichnisse Ergebnisse Verschiebung SchnittkräfteLastkombinationenKnoten FachwerkstäbeStäbeRippenFlächenelementeBereiche ReferenzenFedernKontaktelementeNode-to-Node LinksLine-to-Line Links Punktauflager LinienlagerFlächenauflager Lasten von %s Lastfälle Lastgruppen GewichtslisteGewicht pro MaterialGewicht pro ProfileGewicht pro FlächentypKnotenverschiebungenStabverschiebungenStabbeanspruchungen / Details Stabkräfte StabendkräfteFachwerkstabkräfte RippenkräfteFachwerkstabspannungenStabspannungenSpannungen in Stäben / DetailsStabendspannungenRippenspannungenFlächenbeanspruchungenFlächenspannungenAuflagerkräfteLinienlagerkräfteFlächenlagerkräfte Federkräfte Kontaktkräfte SchwingungAlle SchwingungsformenEigenfrequenzenKnickenAlle KnickfigurenKritische LastparameterBewehrungswerte KnotenmassenUnbalancierten KräfteErdbeben Beta BeiwerteRissbreite obenRissbreite untenActual Reinforcement CheckMSz (Ungarisch)STAS (Rumänisch)Eurocode Eurocode (D)DIN 1045 (Deutsch)AISC (Amerikanisch) NEN (Holland)– No design codeDIN 1045-1 (Deutsch)SIA 162 (Swiss)StrukturmaterialienFreidefinierten MaterialienBewehrungsstahle KnotenkräfteAuflagerverschiebungKonzentrierte Lasten auf Stäben1Linear veränderliche Lasten auf Stäben und Rippen!Temperaturlast auf LinienelementeLängenänderung SpannkraftGleichlast auf Flächenelemente"Temperaturlast auf FlächenelementeLinienlast auf FlächenelementeTeilnahme der EigenformenStahlbemessung nach Eurocode$Tragfestigkeit des Stahls (Eurocode)Stahlbemessung nach MSzTragfestigkeit des Stahls (MSz)Stahlbemessung nach AISC Tragfestigkeit des Stahls (AISC)(Auszug von der Stahlbemessung (Eurocode)#Auszug von der Stahlbemessung (MSz)0Ausnutzung des Konstruktionselementes (Eurocode)+Ausnutzung des Konstruktionselementes (MSz),Ausnutzung des Konstruktionselementes (AISC)Bemessungsuntersuchungen (NEN) Auszug (NEN)Bemessungswiderstände (NEN)Ausnutzung (NEN)Bemessungsuntersuchungen (STAS)Ausnutzung (STAS) Auszug (STAS)verteilt im BereichTemperatur im BereichEigengewicht des BereichesElastizitätsmodulSurface Point LoadDomain Point LoadSurface Line LoadDomain Line LoadR%d Knoten %de_%s\q_%sf|FreiFix|FixPuVeAchseEbKnot iKnot jKnot kKnot lLänge StablängeAbst.Lokal xMaterialProfilRef_xRef_z Nichtlin.N_hi - jj - iAuto.|LinearZug|Nur ZugkraftDruck|Nur DruckkraftZugDruckGl_AnfGl_Ende s_y_y_,_ _A s_z_z_,_ _A s_y_y_,_ _E s_z_z_,_ _E M_y_H_,_ _A M_z_H_,_ _A M_y_H_,_ _E M_z_H_,_ _E .|EingespanntGel-z|Gelenk um die Achsen zGel-y|Gelenk um die Achse y#Gel-yz|Gelenk um die Achsen y und zKug|Kugelgelenk Roll-y|Rolle entlang der Achse y Roll-z|Rolle entlang der Achse z Freidef...Exc.TypScheibePlaSchaleDickeFaktorPr.Knot.F. No.GruppeGleichz.|m. Außgw.Gleichzeitig m.|Außgw/Erdb.\g\g_F\g_A\a\mnn_Sn_In_d\g\g_U\g_L\Y_0\Y_1\Y_2 \g_f_;_g_U \g_f_;_g_L\g_2\g_f_;_q\Y\Y_tr_Pständige veränderlicheaußergewöhnlicheRichtungRichtungK(x)K(y)K(z)K(xx)K(yy)K(zz)F(x)F(y)F(z)M(x)M(y)M(z)Geom.GlobalRef.ElemKnoten Lokal|System(x: %s; z: %s)(x: Geom.; z: %s)m_Xm_Ym_Z Anf. z/lA. S.I. S.Min. l/zMax. l/zSteifigkeit|Adj. r.Zug.DruckGeom.X_1Y_1Z_1X_2Y_2Z_2X_3Y_3Z_3FlächeMasterSlave Umhüllende MaßgebendLinear NichtlinearDetailsMarkiert Gefiltert%s, %sK min.|max.FallMaßgebende KombinationExt.L=%sRHKAxisVM %d.%d R%sRegistrierter Benutzer: %sSeite %dModell: Datum: %s(%d/%d) M = 1 : %d M ~ 1 : %dständig veränderlichaußergewöhnlichKräfteAUNBIncidental combinationsIncidental combination I-Profile U-Profile L-Profile Rohrprofile KreisprofileRechteckprofile C-Profile Z-Profile S-Profile J-Profile T-ProfileFreidefinierte Profile!L gleichschenkliger Winkelstahl#L ungleichschenkliger Winkelstahl IPE I-Träger IPN I-TrägerHE breite I-Träger#HL extrem breitflanschige I-TrägerHD breitflanschige StützenHP breitflanschige Stützen UB britische UniversalstützenUC britische Universalstützen UAP parallelflanschige U-Profile"UPN europäische standard U Profile[] BetonrechteckeO Beton RundprofileO ungarische RohrprofileO Stahlrohre([] kaltgeformte quadratische Stahlrohre'[] kaltgeformte rechteckige StahlrohreI ungarische I-ProfileU ungarische U-Profile-L ungarischer gleichschenkliger Winkelstahl/L ungarischer ungleichschenkliger WinkelstahlI rumänische I-ProfileU rumänische U-Profile-L rumänischer gleichschenkliger Winkelstahl/L rumänischer ungleichschenkliger WinkelstahlO Rohrprofile aus Dunaújváros1L gleichschenkliger Winkelstahl aus Dunaújváros3L ungleichschenkliger Winkelstahl aus Dunaújváros*[] rechteckige Stahlrohre aus Dunaújváros+[] quadratische Stahlrohre aus DunaújvárosC C-Profile aus DunaújvárosU U-Profile aus DunaújvárosZ Z-Profile aus DunaújvárosS S-Profile aus DunaújvárosJ J-Profile aus Dunaújváros[] RHS quadratische Stahlrohre[] RHS rechteckige StahlrohreAISC Standard I-TrägerAISC andere I-TrägerAISC HP breitflanschige StützenAISC quadratische StahlrohreAISC rechteckige StahlrohreAISC S RohrprofileAISC ES RohrprofileAISC DES RohrprofileAISC andere U ProfileAISC Standard U ProfileAISC WinkelstahlAISC breitflanschige I-TrägerNEN round shapesNEN square shapes StablängeGesamtstablängeMaterialProfilQuerschnittsbeanspruchungenQuerschnittsverschiebungenQuerschnittslagexVerschiedene Profile(Querschnittsverschiebungen des Stabes %d&Querschnittsverschiebungen in Stäbe %d(Querschnittsverschiebungen der Rippe %d (Querschnittsverschiebungen in Rippen %d *Querschnittsbeanspruchungen des Stabes %d 'Querschnittsbeanspruchungen is Stäbe %d)Querschnittsbeanspruchungen der Rippe %d (Querschnittsbeanspruchungen in Rippen %d Materialname\SGesamt ElementtypScheibePlatteSchaleProfilM Fachw. %dStab %dRippe %d Scheibe %d Platte %d Schale %dSchaleScheibePlatte Ref. ElemR(x)R(y)R(z)R(r)R(xx)R(yy)R(zz)R(rr)F(x)F(y)F(z)F(r)M(x)M(y)M(z)M(r)NL(x)NL(y)NL(z)NL(xx)NL(yy)NL(zz)GlobalStab-rKante-rRef.LinieRandFlächeV1V2V3V4V5V6Knot. Stabkräfte G Stabkräfte L EinflußlinieStreckenlast der Rippe GStreckenlast der Rippe GPStreckenlast der Rippe LStreckenlast des Stabes GStreckenlast des Stabes GPStreckenlast des Stabes LTemperatur der RippeTemperatur des StabesFlächentemperaturLängenänd. des StabesLängenänd. des Fachw.stabesTemperatur des Fachw.Eigengew. der RippeEigengew. des StabesEigengew. des Fachw.Eigengew. der Fläche FlächehlastFläche LinienlastAuflagersenkung Global Proj.GlobalLokalRef.Abst.RichtungFxFyFzFXFYFZMxMyMzMXMYMZpx1py1pz1pX1pY1pZ1px2py2pz2pX2pY2pZ2pxpypzpmT1T2T0GewichtpxpypzpXpYpZStabspannkraftFachwerkstabspannkraftPKnot. EnvironmentSurface/5 mmsz.nd.nds.teng.agr.ell.no checkkez.cxcyBewehrung|dx - sxBewehrung|dy - sy Max.|Aggr.Pos.OMUFormLineare BerechnungNichtlineare BerechnungLineare SchwingungNichtlineare SchwingungKnicklängenberechnungKomp.AnsichtDetailSchnittPersp.E (W)E (P)E (U)E (ER) Detail %d %d Schnitt F (Eigen)Fehler\wfTEigenw. IterationUmhüllende Min.Umhüllende Max.Umhüllende Min./Max.Maßgebend Min. Maßgebend MaxMaßgebend Min./Max.Falln_c_rnkrLpa InkrementKNOTEN NUM_KNOTENMASSENLINIEN STARRKÖRPER NUM_ST_KÖRPER FACHWERKSTÄBE NUM_FACHW NUM_MATER NAME_MATER NUM_PROFIL NAME_PROFIL LÄNGE_STABSTÄBENUM_STABRIPPEN NUM_RIPPERÄNDERLÖCHER STAB_LOK_KOS RIPPE_LOK_KOSPROFILEMITTELP_FLÄCHE NUM_FLÄCHEFLÄCHE_LOK_KOSK-PUNKTE NUM_K_PUNKT REFERENZEN NUM_REFERENZAUFLAGER NUM_AUFLAGEKRÄFTEGLEICHLAST_STABTEMPERATURLAST_STABSPANNKRAFT_STABLÄNGENANDERUNG_STAB STABENDKRÄFTE EINFLUSSLINIE EIGENGEWICHTGLEICHLAST_FLÄCHELINIENLAST_FLÄCHETEMPERATURLAST_FLÄCHE LASTWERTE RASTERNETZ HINTERGRUNDFLÄCHEN NULLPUNKTDICKE MASSENWERTEACHSENVERSCHIEBUNGENVERSCHIEBUNGSDIAGRAMSTABBEANSPR_DIAGSTABBEANSPRUCHUNGENFLÄCHEBEANSPR_DIAGFLÄCHEBEANSPRUCHUNGENHAUPTRICHTUNGENFEDERNKONTAKTELEMENTE NUMER_FEDER NUM_KONTAKT FEDER_LOK_KOSKONTAKT_LOK_KOSARCHICADSTABSPANN_DIAGSTABSPANNUNGENEINFLUSSLINIE_DIAGWERTE_EINFLUSSLINIELAGERKRAFT_DIAG LAGERKRÄFTE FEDERKRÄFTEFEDERKRAFT_DIAGKRÄFTE_KONTAKTELEMENTKONTAKTKRAFT_DIAGFLÄCHENSPANN_DIAGFLÄCHENSPANNUNGENAUFLAGER_LOK_KOSQUERSCHNITT_EDITSTAHLBETONSTÜTZE_EDITBEWEHRUNGSWERTEBEWEHRUNGS_DIAGLINKNETZKONTURSCHEIBEPLATTESCHALESTAHLEINLAGE_UNTEN_XSTAHLEINLAGE_UNTEN_YSTAHLEINLAGE_OBEN_XSTAHLEINLAGE_OBEN_Y WERT_UNTEN_X WERT_UNTEN_Y WERT_OBEN_X WERT_OBEN_Y SKALA_UNTEN_X SKALA_UNTEN_Y SKALA_OBEN_X SKALA_OBEN_Y RISSBREITE RISS_DIAGLINEAL SCHNITTEBENEBEREICHE BEMESS_GRUPPE%Querschnittsspannungen des Stabes %d "Querschnittsspannungen in Stäbe %d#Querschnittsspannungen der Rippe %d#Querschnittsspannungen in Rippen %d Querschnitt1Querschnitt: %siT_i\b_i\e_X\e_Y\e_ZGlobalRef.a/dadPos.Stab GStab LRippe GRippe GPRippe LStab GStab GPStab LT_r_e_fT_1T_2dLPG fl.G proj.Le_xe_ye_z\j_x\j_y\j_zp(x)p(y)p(z) SonstigesStahlBetonHolz AluminiumNationale Norm MaterialnormNorm\s_b_HR_b_c\F\n\af_c_d\s_b\s_t_HR_b_tf_c_t_d\s_b_Zf_yf_uf_y^*f_u^*\s_H\t_H\s_p_HR_yR_cRf_c_k\g_c\aE_c_m\f_ _tE_sE_aE_sE_s\s_s_HR_af_y_d\s_sf^’_c_kf^’_bf_bf_b_mE^’_b_-_s_h_o_r_t\Ff_y_df_y_tf_y_d^*f_y_t^* \e_s_0 [‰] \e_s_H [‰] \e_s_1 [‰] \e_s_u [‰] f_s_r_e_pf_sm_a_tm_b_cm_b_t\x_0Normalkraft-Biegung-AbscherenN-M-VDruck-Biegung-Knicken N-M-Knicken%Normalkraft-Biegung-Biegedrillknicken N-M-BDKnicken Abscheren (y)Vy Abscheren (z)VzAbscheren-Biegen-NormalkraftVw-M-NPlastischer WiderstandNplRdSchubwiderstand (y)VplyRdSchubwiderstand (z)VplzRdSchub- und BeulwiderstandVbaRd!Elastischer Momentwiderstand (yy)MelyRd!Elastischer Momentwiderstand (zz)MelzRd!Plastischer Momentwiderstand (yy)MplyRd#Plastischer Momentenwiderstand (zz)MplzRdKnickwiderstand (yy)NbyRdKnickwiderstand (zz)NbzRdBiegedrillknickwiderstandMbRd ErgebnisseNormalkraft-Biegen-AbscherenN-M-QDruck-Biegen-Knicken N-M-Knicken$Normalkraft-Biegen-Biegedrillknicken N-M-BDKnicken Abscheren (y)Qy Abscheren (z)Qz"Vergleichsspannung in der HalsnahtSn Stegbeulen St-Beulen Flanschbeulen Fl-BeulenPlastischer WiderstandNplSchubwiderstand (y)QplySchubwiderstand (z)QplzMomentenwiderstand (yy)MyHMomentenwiderstand (zz)MzHKnickwiderstand (yy)NkiyHKnickwiderstand (zz)NkizHBiegedrillknickwiderstandMkHNormalkraft-Biegung-AbscherenN-M-VDruck-Biegung-Knicken N-M-Knicken%Normalkraft-Biegung-Biegedrillknicken N-M-BDKnicken AbscherenVNormalwiderstandNudSchubwiderstand (y)VyuRdSchubwiderstand (z)VzuRdMomentwiderstand (yy)MyuRdMomentwiderstand (zz)MzuRdKnickenparameter (y)obyKnickenparameter (z)obzC1C1C2C2BiegedrillknickenparameteroLTB ErgebnisseAxial Force-Bending (strength) N-M-Szil-Axial Force-Bending (stability) N-M-Stab. Abscheren (y)Qy Abscheren (z)QzVergleichsspannung (im Hals)SrCross-Section Shear Factor (y)ShyCross-Section Shear Factor (z)Shz$Cross-Section Elasticity Modulus (y)Wely$Cross-Section Elasticity Modulus (z)WelzMaximum SlendernessLmax!Minimum Buckling Reduction FactorFimin!Lateral Buckling Reduction FactorFiG Querschnitt:Stahlbewehrung:\n_y\n_z\b_y\b_zAufhärtende Stahleinlage M_y_,_s_dM_xA_s_t M_z_,_s_dA_sA_s_2x_c Q_z_,_s_d Q_y_,_s_dQ_z^r_,^e_s^d_dQ_y^r_,^e_s^d_dsV_R_d_1V_R_d_2V_R_d_3M_y^m_,^i_s^n_dM_z^m_,^i_s^n_dM_y^m_,^a_s^x_dM_z^m_,^a_s^x_dA_s_oA_s_uA_s_o_2A_s_u_2MyMzA_aA_a’xQ_zQ_y Q_z_,_r_e_d Q_y_,_r_e_da_es_iQ_bQ_eQ_c_a_pMy_m_i_nMz_m_i_nMy_m_a_xMz_m_a_xA_s_oA_s_uA_s_o_2A_s_u_2M_y_MM_z_MA_sA_s_vx_I_I_IQ_z_MQ_y_M Q_z^r_M^e^d Q_y^r_M^e^dsT_H_uT_H_oT_H M_y^m_M^i^n M_y^m_M^a^x M_z^m_M^i^n M_z^m_M^a^xA_s_oA_s_uA_s_o_vA_s_u_vErgebnisse der RiegelbewehrungAuszug der RiegelbewehrungKonstr.|ElementPrüfungMax. OrtMax.bhtb1uouu\sbHRbc\afcd\sb\stHRbifctd\sbZEsEaEsEs\ssHRafyd\ss\eb0 [‰]\ebH [‰]\es0 [‰]\esH [‰]\ec1 [‰]\ecu [‰]\es1 [‰]\esu [‰]Schenkel\F_b Querschnitt BewehrungBügelLongitudinal rebarsN_xQ_yQ_zM_xM_yM_z ErdbebenzoneC_v\a_k_rK_y_yK_z_zK_w\n_y_y\n_z_z\n_wZ_ad\m_y_y\m_z_z\m_0\nC_1C_2aL\k_y_y\k_z_zYl_1l_gl_1_Ol_g_0l_1_Ul_g_U F_y_t_o_t F_z_t_o_tY-BracedZ-BracedTorsional ConstraintfixpartialszabadKonstruktionselement %dx[%s]1Untersuch. der Konstr.el. %d. nach MSz 15024/1-85-Untersuch. der Konstr.el. %d. nach Eurocode 3&Untersuch. der Konstr.el. %d. nach NEN,Untersuch. der Konstr.el. %d. nach AISC-LRFD-Untersuch. der Konstr.el. %d. nach STAS 10108(MSz 3.3.2.1/3, 3.5.4) (MSz 3.2.1) (MSz 3.5.6.1) (MSz 2.6.2.3) (MSz 2.6.2.3) (MSz 3.3.2.2) (MSz 3.3.4) (MSz 3.2.3)Max. Ausnutzung (EC3 5.4.8-9) (EC3 5.5.4) (EC3 5.5.4)(EC3 5.4.6, 5.6.3) (EC3 5.4.6) (EC3 5.6.7.2)StabilitätsparameterKnickparametern_c_o_lcx_Tcx_Bcy_Tcy_Bdx_Tdx_Bdy_Tdy_Bpassed not passed cannot checkItemPageReinforced concrete columnsReinforced concrete beamsB1B2C3C4 (Node %d, %s)hş!‚” žĄ¤´ˇ˝Ă ÍŃÖÚŕ íôů  #&),/258;>ADGILORUX[`emsy|‚†‰Œ“–™œŸ˘Ľ¨ŤŻłˇťżĂČĚĐŐŮÝáĺéíńô÷úý  %*/5;AGMRW\agmsy„‰Ž“™ŸĽ¨ŤŽ˛śş˝ÁÄÇĘÎŇÖŮÝäëňůý "%+147;?CGOW]cksy…Œ“  ĽŞŽ˛¸žÄĘÍĐÔŘŰéěďńöű #(-28>CHMRY`gnsx}‚‡Œ’˜ž¤Ź śĎç ňôöůü˙  "$'*-27<@EJOTY^bglqv{€„‰Ž“˜˘ŚŤ°ľˇťŔĂĹÇĘĚĐÓÖÚßăçęíďňőů   &(,038;L[qy ‚…ˆ‹Ž‘”˜›žĄ¤ŠŤ­Żą´ˇş˝ŔÄČÎÔŰâéđóůý   #(0 =CHJLNTY_acegip y …‹ ˜ ˘ Ź ˇĎÖŢăë  +#Nm|ŒĄ ŽĂŘ áó  0 D a t  ˘ ¸ Ě Ý ő   2 E c € "˘ ´ Ę Ů ô   , = S _ w "™ ­ Á Ţ ě ů   0 > Q e u  Œ — ¨ ś Ô 'ű &! 5 @ #c ‚ – ą Ď í 9Sm‚-Ż(×) 'BR rƒ‘§žÚđ &?Z^ hms{ †‰Œ’˜ž¤Ş˛ş ĂË ÔŰáç đôú 'D N Z_d p | ˆ ”   Ź ¸ Ä Đ"ň"(<Vl‚Š ”˜ ˘¨ ´źĂÇËŇŘđ  #%)-149>CHM X ch qty} ˆ ’ Ÿ ¨ ąśťŔĆĚŇ×Üáćëđ ú  %4FJNR ^dj s |‘ › § ąľš˝ÁĹÉÍŃŐÚ ĺ î ů  ! *29; EJejoqsu†› ĽŹ ľ˝ Č Ó Ţ č őűý˙5 ? 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IncarcareIpIp %dCi %d Modul %3dModNumeTipGrupa Tipul GrupeizabreabaranervuraGauraReteaminmaxmin/maxeXeYeZfXfYfZeRfRexeyezfxfyfzNNxQyQzMxMyMzSminSmaxSminmaxTymedTzmedSxnxnynxymxmymxyqxqyqRn1n2anm1m2amnxvnyvmxvmyvdnxdnydnxydmxdmydmxydqxdqySxxSyySxySxzSyzSoS1S2aSSxx FSyy FSxy FSxz FSyz FSo FS1 FS2 FaS FSxx KSyy KSxy KSxz KSyz KSo KS1 KS2 KaS KSxx ASyy ASxy ASxz ASyz ASo AS1 AS2 AaS APX`1`PY`1`PZ`1`RxRyRzRxxRyyRzzRrRrrRxRyRzRxxRyyRzzRrRrrNx minNx maxSx minSx maxaxiayiaxsaysaxi,axsayi,aysxiyixsysxi,xsyi,ysaxaysxisyisxssyssxi,sxssyi,sysam(i)am(s)amsz(i)amsz(s)aR(i)aR(s)x_s_2\s_s_2\s_b_1 \F / \a med.Aa_iAa_sAaxAayAax_iAax_sAay_iAay_sExEyn1Rm1R\Y CorespunzatordaNu?e(x)e(y)e(z)f(x)f(y)f(z)XYZXXYYZZMy_iMz_iMy_sMz_se_0_ye_0_z\Dey\Dez\DMy\DMze_0i_ye_0i_ze_0s_ye_0s_zee_yee_zde_yde_zea_yea_ze_2_ye_2_ze_t_ye_t_zn_c_o_l PermanentMomentan (scurta durata)Momentan (lunga durata) AccidentalpGdLdTdFRXPYPZPv=XYZxyzmmcmdmminftydmm^2cm^2dm^2m^2in^2ft^2yd^2mm^3cm^3dm^3m^3in^3ft^3yd^3mm^4cm^4dm^4m^4in^4ft^4yd^4mm^6cm^6dm^6m^6in^6ft^6yd^6°radmradkgqtlbNdaNkNMNlbfkipspsiksi°C°FsmsHzkHz dd.mm.yyyyhh:mmBaza de materiale MaterialeEE_xE_y\n\a_t\rCuloare|materialCuloare|conturSectiuni TransversaleProfileDenumireAxAyAzIxIyIzIyzHyHzyGzGP.t.yzhbtwtfI1I2\aNh0Hh0N minN maxMy minMy maxMz minMz maxAbAs/AbyG*zG*I\wy\wz\wSySz ProcesareFormaAlteLaminat Tras la receSudatUnicIULTeavaCercRect.CZSJTInchisProiect: Proiectant:MODEL BAZE DE DATE REZULTATE Deplasari SolicitariCombinatii de IncarcariNoduriZabreleBareNervuriElemente de SuprafeteDomenii ReferinteArceElement de contact"Kapcsolati elemek csomópontok köztKapcsolati elemek vonalak köztReazeme nodaleReazeme lineareReazeme de suprafata Incarcari %sIpoteze de incarcareGrupari de incarcariGreutatiGreutati/MaterialGreutati/SectiuniGreutati/Tip de SuprafataDeplasari nodaleDeplasarile barelorSolicitari de bare / detaliiSolicitari de bareSolicitari capat de BaraSolicitari de ZabreaSolicitari de NervuraEforturi in zabreleEforturi in bareTensiuni bara / detaliiEforturi Capat de BaraEforturi NervuraSolicitari SuprafataEforturi SuprafataReactiunile reazemelor nodaleReactiile reazemelor lineare!Reactiile reazemelor de suprafataSolicitari de arcSolicitari de contactAnaliza modalaToate modurile de vibratieFrecvente propriiAnaliza de stabilitateToate modurileParametru criticCantitati de armatura Mase nodaleIncarcari neechilibrate!Coeficienti beta (de amplificare)Fisurare superioaraFisurare inferioaraVerificarea armarii efective MSz (Maghiar) STAS (Roman)Eurocod Eurocod (D)DIN 1045 (Germana)AISC (American) NEN (Olandez)– Nu este NormativDIN 1045-1 (German)SIA 162 (Swiss) Materiale Alte materii Otel betonIncarcari nodale Cedare reazemIncarcari concentrate pe bare&Incarcari distribuite pe bare, nervuri%Incarcare termica pe elemente liniareVariatie de lungime Tensionare"Incarcari distribuite pe suprafataIncarcare termica pe suprafataIncarcare pe muchieCoeficienci de echivalentaVerificari de otel (Eurocode)Rezistente de otel (Eurocode)Verificari de otel (MSz)Rezistente de otel (MSz)Verificari de otel (AISC)Rezistente de otel (AISC)Extras de otel (Eurocode)Extras de otel (MSz),Eficienta elementelor structurale (Eurocode)'Eficienta elementelor structurale (MSz)(Eficienta elementelor structurale (AISC)Verficari de calcul (NEN) Extras (NEN)Rezistente de calcul (NEN)Eficienta (NEN)Verificari de proiectare (STAS)Eficienta (STAS) Extras (STAS)Distribuit pe domeniuTemperatura pe domeniuGreutate proprie de domeniuModul de elasticitateKoncentrált erő felületenKoncentrált erő tartományonVonalmenti erő felületenVonalmenti erő tartományonR%d Nodul %d.e_%s\q_%sl|Liber Fix|BlocatPoVeAxPlNod iNod jNod kNod lLungimeLungimeDistantax localMaterialProfilRef_xRef_zNeliniarN_hi - jj - iAuto.|LinearIntindere|Doar intindereCompresiune|Doar compresiune Intindere CompresiuneCs_ECs_V s_y_y_,_ _E s_z_z_,_ _E s_y_y_,_ _V s_z_z_,_ _V M_y_H_,_ _E M_z_H_,_ _E M_y_H_,_ _V M_z_H_,_ _V .|Incastrat!Art-z|Articulatie in jurul axei z!Art-y|Articulatie in jurul axei y'Art-yz|Articulatie in jurul axei y si zSfera|Articulatie sfericaRol-y|Rola dupa axa yRol-z|Rola dupa axa zUnic... ExcentricTip DiafragmaPlaca InvelitoareGrosimeFactorSecNodF. No.GrupaExceptional|ConcomitentExceptional/Seismic|Concomitent\g\g_F\g_A\a\mnn_Sn_In_d\g\g_U\g_L\Y_0\Y_1\Y_2 \g_f_;_g_U \g_f_;_g_L\g_2\g_f_;_q\Y\Y_tr_P Permanente Variabile ExceptionaleDirectieDirectieK(x)K(y)K(z)K(xx)K(yy)K(zz)F(x)F(y)F(z)M(x)M(y)M(z) GeometrieGlobala ReferintaElementNod Local|Sistem(x: %s; z: %s)(x: Geom.; z: %s)m_Xm_Ym_Z Initial p/rR. a.R. i.Min. r/pMax. r/pRigiditate|adapt. r. Intindere Compresiune GeometrieX_1Y_1Z_1X_2Y_2Z_2X_3Y_3Z_3Arie Kezdő|elemVég|elem Infasurat.De dimensionareLinearNelinearDetaliiSelectatFiltrat%s, %sC min.|max.IpotCombinatie de dimensionareExt.L=%sEPVAxisVM %d.%d R%sUtilizator legal: %s Pagina %dModel:Data: %s(%d/%d) M = 1 : %d M ~ 1 : %d Permanente Variabile ExceptionaleForteEICombinatie de dimensionareCombinatie de dimensionare Profile-I Profile-UCorniereProfile inelareProfile circulareSectiuni dreptunghiulare Profile-C Profile-Z Profile-S Profile-J Profile-TSectiuni uniceL Otel cornier cu aripi egale!L Otel cornier cu aripi neegaleIPE grinzi-I EuropeneIPN grinzi-I standard European!HE grinzi Europene cu talpi lateHL grinzi cu talpi foarte lateHD stalpi cu talpi lateHP Profile I cu tw=tf UB stalpi universale BritaniceUC stalpi universale BritaniceUAP profile U cu talpi paralele UPN Profile U, standard European%[] Sectiuni dreptunghiulare de betonO Sectiuni circulare de betonO Tevi inelareO Otel cu sectiune circulara#[] Tevi patratice formate la rece)[] Tevi dreptunghiulare formate la receI Profile I dupa MSzU Profile U dupa MSz$L Cornieri cu aripi egale dupa MSz&L Cornieri cu aripi neegale dupa MSzI Profile I-STAS RomanescU Profile U-STAS Romanesc)L Cornieri cu aripi egale-STAS Romanesc+L Cornieri cu aripi neegale-STAS RomanescO Tevi din Dunaújváros+L Cornieri cu aripi egale din Dunaújváros-L Cornieri cu aripi neegale din Dunaújváros)[] Tevi dreptunghiulare din Dunaújváros#[] Tevi patratice din DunaújvárosC Profile C din DunaújvárosU Profile U din DunaújvárosZ Profile Z din DunaújvárosS Profile S din DunaújvárosJ Profile J din Dunaújváros[] Sectiuni patratice RHS[] Sectiuni dreptunghiulare RHS AISC Grinzi-I standard Americane AISC Grinzi-IAISC HP Profile I cu tw=tfAISC Sectiuni patraticeAISC Sectiuni dreptunghiulare AISC Tevi S AISC Tevi ES AISC Tevi DESAISC Profile UAISC Profile U StandardAISC Cornier cu aripiAISC Grinzi cu talpi lateNEN profile circulareNEN profile dreptunghiulareLungimeLungime totala MaterialSectiuneEforturi sectionaleDeplasari sectionalePozitia sectiunii:xSectiuni diferite#Deplasarile sectionale ale barei %dDeplasari sectionale in %d bare&Deplasarile sectionale ale nervurii %d"Deplasari sectionale in %d nervuriEforturi sectionale in bara %dEforturi sectionale in %d bare!Eforturi sectionale in nervura %d!Eforturi sectionale in %d nervuriDenumire material\STotal Tip elementSaibaPlaca InvelitoareSectiuneM Zabrea %dBara %d Nervura %dSaiba %dPlaca %dInvelitoare %d Invelitoare DiafragmaPlacaElement de referintaR(x)R(y)R(z)R(r)R(xx)R(yy)R(zz)R(rr)F(x)F(y)F(z)F(r)M(x)M(y)M(z)M(r)NL(x)NL(y)NL(z)NL(xx)NL(yy)NL(zz)GlobalR. baraR. lat. ReferintaLinieContur SuprafataV1V2V3V4V5V6Nodal Conc. bara G Conc. bara LLinie de influentaDistr. nervura G ln.Distrib. nervura G proi.Distr. nervura LDistr. bara G ln.Distr. bara G proi.Distr. bara L Term. nervura Term. baraTerm. suprafataVariatie lungime de baraVariatie lungime de zabreaTemperatura zabreaGreutate proprie nervuraGreutate proprie baraGreutate proprie zabreaGreutate proprie suprafataDistr. suprafata Pe muchie Cedare reazemGlobal proiectatGlobal pe lungimeLocal ReferintaDist.DirectieFxFyFzFXFYFZMxMyMzMXMYMZpx1py1pz1pX1pY1pZ1px2py2pz2pX2pY2pZ2pxpypzpmT1T2T0MasapxpypzpXpYpZTensionare baraTensionare zabreaPNodMediu Suprafata/5 mmsz.nd.nds.teng.agr.ell. nu verif.kez.cxcyEfectiva|dx - sxEfectiva|dy - sy Max.|Agreg.PozitiaSMIModAnaliza liniaraAnaliza neliniaraAnaliza modalaAnaliza modalaAnaliza de stabilitateComp.VedereDetaliuSectiune PerspectivaE (W)E (P)E (U)E (ER) Detaliul %d sectiunea %dE (V.p.)Eroare\wfTV.p.IteratieÎnfasuratoare Min.Înfasuratoare Max.Înfasuratoare Min,Max.De dimensionare Min.De dimensionare Max.De dimensionare Min,Max.Ipotezan_c_rncrPin IncrementNODURINUM_NODMASELINII CORP_RIGIDNUM_CORPURILORZABRELENUM_ZABR NUM_MATER NUMELE_MATER NUM_SECTIUNENUMELE_SECTIUNIILUNGIMEA_BAREIBARE NUM_BARELORNERVURINUM_NERVURILORMUCHIIGOLURI SIST_LOC_BARASIST_LOC_NERVURAPROFILE CENTR_SUPRAF NUM_SUPRAFSIST_LOC_SUPRAFPUNCT_KNUM_PUNCTELOR_K REFERINTENUM_REFERINTELORREAZEMENUM_REAZEMELOR FORTE_CONCINC_DISTR_PE_SUPRAFVAR_DE_TEMP_PE_BARAFORTA_DE_TENS_PE_BARAVAR_DE_LUNG_LA_BARAFORTE_LA_CAPAT_DE_BARALINIE_DE_INFLUENTAGREUTATEA_PROPRIEINC_DISTR_PE_SUPRAFINC_MUCHIE_SUPRAFVAR_DE_TEMP_PE_SUPRAFINTENSITATE INCARCAREGRID FOLIE DE DOS SUPRAFATAORIGINEGROSIMEINTENSITATE MASAAXE DEPLASAREDIAGRAMA_DEPLASARESDIAGR_EFORT_BARASOLICITARI DE BARADIAGR_EFORT_SUPRAFATASOLICITARI DE SUPRAFDIR_PRINCIPALEARCURICONTACTE NR_ARCURINR_ELEM_CONTACTSIST_LOC_ARCURISIST_LOC_CONTACTEARCHICADDIAGR_TENS_BARA TENSIUNI_BARELINIE_INFLUENTAVALOARE_LIN_INFLUENTADIAGR_REACTIUNISOLICITARI_DE_REAZEMSOLICITARI_ARCURISOLICITARI_ARCURISOLICITARI_CONTACTEDIAGR_SOLICIT_CONTACTEDIAGR_TENS_SUPRAFETETENSIUNI_SUPRAFETESIST_LOC_REAZEME PROFIL_EDITAT ST_BA_EDITAT CANT_ARMATURADIAGR_CANT_ARMATURA INTERFACERETEACONTURSAIBAPLACAINVELITARMARE_INF_DIR_XARMARE_INF_DIR_YARMARE_SUP_DIR_XARMARE_SUP_DIR_Y VALOARE_INF_X VALOARE_INF_Y VALOARE_SUP_X VALOARE_SUP_Y SCALA_INF_X SCALA_INF_Y SCALA_SUP_X SCALA_SUP_YDESCHIDERE_FISURI DIAG_FISURILINIAR SECT_PLANEDOMENII GRUP_DIMENS"Tensiuni sectionale pentru bara %d+Tensiuni sectionale pentru %d bare continue%Tensiuni sectionale pentru nervura %d.Tensiuni sectionale pentru %d nervuri continue Sect-transv1Sectiune transversala: %siT_i\b_i\e_X\e_Y\e_ZGlobaleRef.a/dadPozitiaBara GBara L Nervura G ln.Nervura G proi. Nervura L Bara G ln. Bara G proi.Bara LT_r_e_fT_1T_2dLPG sup.G proi.Le(x)e(y)e(z)f(x)f(y)f(z)p(x)p(y)p(z)AlteleOtelBetonLemn AluminiumNormativ nationalNormativ de materialeNormativ\s_b_HR_b_c\F\n\af_c_d\s_b\s_t_HR_b_tf_c_t_d\s_b_Zf_yf_uf_y^*f_u^*\s_H\t_H\s_p_HR_yR_cRf_c_k\g_c\aE_c_m\f_ _tE_sE_aE_sE_s\s_s_HR_af_y_d\s_sf^’_c_kf^’_bf_bf_b_mE^’_b_-_s_h_o_r_t\Ff_y_df_y_tf_y_d^*f_y_t^* \e_s_0 [‰] \e_s_H [‰] \e_a_p [‰] \e_a_u [‰] f_s_r_e_pf_sm_a_tm_b_cm_b_t\x_0"Forta axiala- Incovoiere-ForfecateN-M-VCompresiune-Incovoiere-Flambaj N-M-Flambaj)Forta axiala-Incovoiere-Torsiune lateralaN-M-Tors. laterala Forfecate (y)Vy Forfecare (z)Vz!Forfecare-Incovoiere-Forta axialaVw-M-NRezistenta PlasticaNplRdRezistenta la forfecare (y)VplyRdRezistenta la forfecare (z)VplzRd$Rezistenta la voalare prin forfecareVbaRd!Rezistenta la moment elastic (yy)MelyRd!Rezistenta la moment elastic (zz)MelzRd!Rezistenta la moment plastic (yy)MplyRd!Rezistenta la moment plastic (zz)MplzRdRezistenta la flambaj (yy)NbyRdRezistenta la flambaj (zz)NbzRdRezistenta la torsiune lateralaMbRd Rezultate!Forta Axiala-Incovoiere-ForfecareN-M-QCompresiune-Incovoiere-Flambaj N-M-Flambaj)Forta Axiala-Incovoiere-Torsiune LateralaN-M-Torsiune Laterala Forfecare (y)Qy Forfecare (z)QzTensiune echivalenta (inima)Sr Voalare inima Voalare-w Voalare talpa Voalare-fRezistenta axialaNHRezistenta la forfecare (y)QyHRezistenta la forfecare (z)QzHRezistenta la Moment (yy)MyHRezistenta la Moment (zz)MzHRezistenta la flambaj (yy)NkiyHRezistenta la flambaj (zz)NkizHRezistenta la torsiune lateralaMkH!Forta Axiala-Incovoiere-ForfecareN-M-VCompresiune-Incovoiere-Flambaj N-M-Flamb.)Forta Axiala-Incovoiere-Torsiune Laterala N-M-Tors.Lat.NyírásVRezistenta la Forta AxialaNudRezistenta la Forfecare (y)VyuRdRezistenta la Forfecare (z)VzuRdRezistenta la Moment (yy)MyuRdRezistenta la Moment (zz)MzuRdParametru de Incovoiere (y)obyParametru de Incovoiere (z)obzC1C1C2C2Parametru la Torsiune LateralaoLTB Rezultate$Forta Axiala-Incovoiere (rezistenta)N-M-Rez.%Forta Axiala-Incovoiere (stabilitate) N-M-Stab. Forfecare (y)Qy Forfecare (z)QzTensiune echivalenta (inima)SechFactorul ariei de forfecare (y)ShyFactorul ariei de forfecare (z)Shz'Modulul de elasticitate a sectiunii (y)Wely'Modulul de elasticitate a sectiunii (z)WelzZveltete maximaLmaxCoeficientul minim de flambajFimin*Coeficient de reducere inovoiere laterala.FiGSectiune transversalaArmare:\n_y\n_z\b_y\b_zCu consolidare M_y_,_s_dM_xA_a_l M_z_,_s_dA_sA_s_2x_c Q_z_,_s_d Q_y_,_s_dQ_z^r_,^e_s^d_dQ_y^r_,^e_s^d_da_eV_R_d_1V_R_d_2V_R_d_3M_y^m_,^i_s^n_dM_z^m_,^i_s^n_dM_y^m_,^a_s^x_dM_z^m_,^a_s^x_dA_a_sA_a_iA_a_s’A_a_i’MyMzA_aA_a’xQ_zQ_y Q_z_,_r_e_d Q_y_,_r_e_da_es_iQ_bQ_eQ_c_a_pMy_m_i_nMz_m_i_nMy_m_a_xMz_m_a_xA_a_sA_a_iA_a_s’A_a_i’M_y_MM_z_MA_sA_s_vx_I_I_IQ_z_MQ_y_M Q_z^r_M^e^d Q_y^r_M^e^ds_wT_H_aT_H_fT_H M_y^m_M^i^n M_y^m_M^a^x M_z^m_M^i^n M_z^m_M^a^xA_a_sA_a_iA_a_s_vA_a_i_vRezultatele de armare grindaExtras de armare grindaStructura|elementAnaliza Max. Loc.Max.bhhpbpasai\sbHRbc\afcd\sb\stHRbifctd\sbZEsEaEsEs\ssHRafyd\ss\eb0 [‰]\ebH [‰]\es0 [‰]\esH [‰]\ec1 [‰]\ecu [‰]\es1 [‰]\esu [‰]Ramuri\F_eSectiune transvarsala Otel-betonEtrierArmare longitudinalaN_xQ_yQ_zM_xM_yM_z Zona SeismicaC_v\a_c_rK_y_yK_z_zK_w\n_y_y\n_z_z\n_wZ_ad\m_y_y\m_z_z\m_0\nC_1C_2aL\k_y_y\k_z_zYl_1l_gl_1_Sl_g_Sl_1_Il_g_I F_y_t_o_t F_z_t_o_t Y Rigiditate Z RigiditatePrindere la Torsiunefixpartialszabad %d. elementx[%s]6%d. analiza elementului structural dupa MSz 15024/1-851%d. analiza elementului structural dupa Eurocode ,Analiza elementului %d. dupa normativul NEN 2%d. analiza elementului structural dupa AISC-LRFD 2%d. analiza elementului structural dupa STAS 10108(MSz 3.3.2.1/3, 3.5.4) (MSz 3.2.1) (MSz 3.5.6.1) (MSz 2.6.2.3) (MSz 2.6.2.3) (MSz 3.3.2.2) (MSz 3.3.4) (MSz 3.2.3)Eficienta Maxima (EC3 5.4.8-9) (EC3 5.5.4) (EC3 5.5.4)(EC3 5.4.6, 5.6.3) (EC3 5.4.6) (EC3 5.6.7.2)Coeficienti de stabilitateFlambaj|parametriin_c_o_lcx_Tcx_Bcy_Tcy_Bdx_Tdx_Bdy_Tdy_B corespundenu este coresp.nu se poate verificaTételOldalVasbetonoszlop táblázatokVasbetongerenda táblázatokG1G2O3O4(%d. cspt. %s)nśŽ˘ ­°łĘÍÔŰăčíňů   $)-19<?BEHKNQTWZ]`cehknqtw|‰—š ¤§ŞŽ˛śş˝ŔĂĆÉĚĐÔŘÜŕäéíńöúţ %+17=CHMRX^djpv{€…‹‘—ŁŠŽł¸žÄĘÍĐÓ×Űßâćéěďó÷űţ "&*.6>ADGJPVY\`dhlt|‚ˆ–œ˘¨Żś ĂČÍŃŐŰáçíđó÷űţ  "',048<@DINSX_fmty~ƒˆ’˜ž¤Ş˛ źÖď úüţ  !$'*,/25:?DHMRW\afjoty~ƒˆŒ‘–› ĽŞŽł¸˝żĂČËÍĎŇÔŘŰŢâçëďňő÷úý % /149<M\msx{~„‡ŠŽ‘”—š ˘¤Ś¨ŤŽą´ˇťżĹËŇŮŕçęđôřü  ! - :BJLNPU]cegikm w € ‹ ˜ ˘ Ź šĐčí řý % /@Xk~ŽŸśÄ×ë  $ @ S d '‹ ˘ ¸ Ő ń   / = Q k } '¤ (Ě +÷ ( /N c n x Œ — ˇ Ę × ë   & A Q _ j x ˆ ” Ľ ż Ů í   # 6 T #w #š ¸ Ň ë ˙  0,\(„˜ Ą#Ä!ĺ#!)(Q q!’Ť"Íç'--Z(‚)ŤżÔíţ*?OS[`f o}€ƒ†‰—žĽ Ż šž Ç Ń×Ýăëďőű 49>CH T ` l x „  œ ¨°Íę$"<Z glquy}ƒ‹”›˘ ŻÄÇĚŃÔ×ŮÝáĺčíň÷ü   %(-1 < H TY chmrx~„‰Ž“˜˘¨°ľťŔĎŢđôřü  "39?EIMQUY]aeinu{ …•  Ś­ ś˝ż ÉÎăčíďńó  ' 08 C N Y e q€‚…•ŤšĚÔÜäěô 0C]!~ žť*ĺç$ #. 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Arrotondato Formato a f.SaldatoPerson.IULTuboRotondoRett.CZSJT ScatolatoProgetto Calcolo da Modello Data Cataloghi Risultati DislocamentoSollecitazioni InterneCombinazioni di CarichiNodi ReticolariAsta NervaturaElementi di SuperficieDomini ReferenzeVincolo elasticoElemento MonotensionaleNode-to-Node LinksLine-to-Line LinksSostegni nodaleSostegno lineareSostegno di superficie Carichi di %sIpotesi di carichiGruppi di incarichiImportan.reputazionePeso per materialePesi Per SezionePeso Per Tipo di SuperficieSpostamento nodaleSpostamento asta&Sollecitazioni interne asta / dettagliSollecitazioni di assiAsse e sollecitazioniSollecitazioni di reticolariSollecitazioni di nervaturaSforzi di reticolariSforzi di assiPressioni asta / dettagli Assi e SforziSforzi di nervaturaSollecitazioni superficieSforzi Superficie&Sostegni nodali sollecitazioni interne'Sostegno lineare Sollecitazioni interne*Sostegno Superficie Sollecitazioni Interne'Vincolo elastico Sollecitazioni Interne.Elemento monotensionale Sollecitazioni interneCalcolo Oscillatorio Tutti Modi FrequenzeAnalisi instabilitŕ Tutti ModiFattori critici di CombinazioneValori di Rimborso Massa NodaleCarichi SbilanciatiFattore Beta (sismico)Fessura superioreFessura inferioreActual Reinforcement CheckMSz (Ungherese) STAS (Romeno) Eurocodice DIN (Tedesco)AISC (American) NEN (Dutch)– No design codeMateriali (Hungarian MSZ)Materiali (Romanian STAS)Materiali(Eurocode)Materiali (DIN 1045)Materiali (AISC)Materiali (NEN)Materiale definitoRebar Steel Grades (Eurocode)"Rebar Steel Grades (Hungarian MSz)"Rebar Steel Grades (Romanian STAS)Rebar Steel Grades (DIN 1045)Rebar Steel Grades (AISC)Rebar Steel Grades (NEN)Combinazioni nodaliSostegno Disloc.Caricamenti Concentrati su Aste+Caricamento Distribuito su Aste e Nervature'Caricamento Termico su Elementi LineariErrore in lunghezzaTensione"Distribuiti Caricamenti Superficie Caricamento termico su superfici"Caricamento contorno su superfici Coefficiente sismico equivalente'Controllo progetto acciaio (Eurocodice)Resistenza Acciaio (Eurocodice) Controllo Progetto Acciaio (MSz)Resistenza Acciaio (MSz)!Controllo progetto acciaio (AISC)Resistenza Acciaio (AISC)&Sommario Progetto Acciaio (Eurocodice)Sommaio Progetto Acciaio (MSz),Efficienza Elementi Strutturali (Eurocodice)'Efficienza Membrature Strutturali (MSz)(Efficienza Membrature Strutturali (AISC)Design Checks (NEN)Design Summary (NEN)Design Resistances (NEN)Efficiency (NEN)Distribuiti sul DominioTermici sul DominioPeso proprio DominioModulo di YoungR%dNodo %de_%s\q_%sf|libero Con|CostrettoPoVeAxPlNodo iNodo jNodo kNodo l Lunghezza LunghezzaLoc.x Locale MaterialeFormaRef_xRef_zNonlin.N_hi - jj - iAuto .|LineareTens|Solo TensioneComp|Solo CompressioneTensCompRi_PRi_F s_y_y_,_ _P s_z_z_,_ _P s_y_y_,_ _F s_z_z_,_ _F M_y_H_,_ _P M_z_H_,_ _P M_y_H_,_ _F M_z_H_,_ _F.|FissoCrd-z|Cardine Intorno z AxisCrd-y|Cardine Intorno y Axis#Crd-yz|Cardine intorno y and z AxisSfe|Cardine SfericoRull-y|Rullo lungo y axisRull-z|Rotazione lungo z axis PersonalizzaEcc.TipoMemLamSchSpes.FattoreSe.NodoS. No.Gruppo Ecc.|Simult.Ecc./Sismico|Simult.\g\g_F\g_A\a\mnn_Sn_In_d\g\g_U\g_L\Y_0\Y_1\Y_2 \g_f_;_g_U \g_f_;_g_L\g_2\g_f_;_q\Y\Y_tr_P permanente incidentale eccezionaleDir. DirezioneK(x)K(y)K(z)K(xx)K(yy)K(zz)F(x)F(y)F(z)M(x)M(y)M(z)Geom.GlobaleRef.Elem.NodoLocale|Sistema(x: %s; z: %s)(x: Geom.; z: %s)m_Xm_Ym_ZApert.D. a.D. i.Apert. Max. Apert.Rigiditŕ|Agg. R.Traz.Comp.Geom.X_1Y_1Z_1X_2Y_2Z_2X_3Y_3Z_3AreaMasterSlave InviluppoCriticoLineare NonlineareParteSceltoFiltrato%s, %sC min.|max.CasoCombinazione CriticaExt.L=%sRCQAxisVM %d.%d R%sRegistrato a %s Pagina %dModello:Data: %s(%d/%d) M = 1 : %d M ~ 1 : %d Permanente Incidentale EccezionaleSollecitazioniENBI FormaU FormaL Forma Forma Anulare Forma rotondaForma RettangolareC FormaZ FormaS FormaJ FormaT FormaForma personalizzataL angolo ugualeL angolo disugualeIPE aste-I EuropeeIPN aste standard Europee HE aste europee a flangia largaHL aste con flange molto ampieHD colonne a flangia larga )HP edificio con sostegno a flangia larga #UB colonne Britanniche universali "UC colonne Britanniche universaliUAP canali con flange paralleleUPN canali standard Europei[] Sezione trasversaleO Calcestruzzo forma rotondaO condotti Ungaresi.O sbarra d’acciaio Ungherese a forma rotonda$[] Forme ungheresi formate a freddo1[] Forme ungheresi rettangolari formate a freddoI aste-I UngheresiU canali standard UngheresiL angoli uguali UngheresiL angoli disuguali UngheresiI forme RomaneU forme U RomaneL angoli uguali RomaniL angoli disuguali Romani"O condotti Ungheresi Dunaůjvŕros*L angoli disuguali Ungheresi Dunaůjvŕrosi*L angoli disuguali Ungaresi Dunaůjvŕrosi-[] forme rettangolari Ungheresi Dunaůjvarosi)[] forme quadrate Ungheresi Dunaůjvŕrosi"C forme C Ungheresi Dunaůjvŕrosi!U canali Ungheresi Dunaůjvŕrosi"Z forme Z Ungheresi Dunaůjvŕrosi!S forme S Ungaresi Dunaůjvŕrosi!J forme J Ungaresi Dunaůjvŕrosi[] forme quadrate RHS[] forme rettangolari RHSTravi a I AISC standardTravi a I AISC*HP flange larghe si supporto per pile AISCTravi quadrate AISCTravi rettangolari AISC Tubi S AISC Tubi ES AISC Tubi DES AISCTravi a U AISC Misc.Travi a U AISC StandardTravi a L AISCFlange larghe pet travi AISCNEN round shapesNEN square shapes LunghezzaLunghezza Totale MaterialeSezione-trasversaleSollecitazioni settorialiSpostamenti sezioni trasversaliPosizione trasversale:xForme Differenti Spostamenti trasversali aste %d .Spostamento trasversale in %d aste collegate $Spostamento trasversale nervature %d1Spostamento trasversale in %d nervature collegate2Asta %d Sezione-Trasversale Sollecitazioni Interne?Sezione Trasversale Sollecitazioni Interne in %d Aste Collegate7Nervature %d Sezione-Trasversale Sollecitazione InterneDSezione-Trasversale Sollecitazioni Interne in %d Nervature CollegateNome Materiale\STotale Tipo ElementiMembranaLaminaSchemaSezione-TrasversaleMRet. %dAsta %dNerv. %dMem %dLam %dSch. %dSch.MemLam Rif. Elem.R(x)R(y)R(z)R(r)R(xx)R(yy)R(zz)R(rr)F(x)F(y)F(z)F(r)M(x)M(y)M(z)M(r)NL(x)NL(y)NL(z)NL(xx)NL(yy)NL(zz)GlobaleAste r.Bordo r.Ref.LineaBordo SuperficieV1V2V3V4V5V6Nodo Asta Conc. G Asta Conc. LLinea d’influenzaNervatura Distr. G ln.Nervatura Distr. G proj.Nervatura Distr. LAsta Distr. G ln.Asta Distr. G proj. Asta Distr. LNervatura Termica Asta TermicaSuperficie TermicaErrore Asta in L.Errore Reticolari in L.Reticolari TermiciCarichi Esatto NervatureCarico Esatto AstaCarico Esatto ReticolariCarico Esatto SuperficieSuperficie Distr.Bordo SuperficieSostegno Disloc. Globale Proj.Globale lungo L.LocaleRef.Dist. DirezioneFxFyFzFXFYFZMxMyMzMXMYMZpx1py1pz1pX1pY1pZ1px2py2pz2pX2pY2pZ2pxpypzT1T2T0PesopxpypzpXpYpZ Tensione AsteTensione ReticolariPNodo EnvironmentSurface/5 mmdryhum.hum.s.seaw.aggr.checkno checkmanip.cxcyArmatura|dx - sxArmatura|dy - sy Max.|Aggr.Pos.TCFModoCalcolo LineareCalcolo NonlineareCalcolo OscillatorioCalcolo OscillatorioCalcolo BucklingComp.VistaParteSectionProsp.E (W)E (P)E (U)E (Eq)%d parti %d sectionsE (EVal)Errore\wfTEVal Iterazioni Inviluppo Min Inviluppo MaxInviluppo Min,Max Critico Min. Critico Max.Critico Min,Max.Cason_c_rncrCpar IncrementoNODINODO_NUMMASSELINEE RIGID_ELEMNUM_ELEM_RIGID RETICOLATI RETIC_NUM MATERIALE_NUM MATER_NAMISEZ.TRASVERSALE_NUMSEZ.TRASVERSALE_NOMLUNGHEZZA ASTEASTEASTE NUM NERVATURE NERVATURE_NUMBORDIBUCHI ASTE_LOC_SYSNERVATURE_LOC_SYSFORMA SUPERF_CENT SUPERF_NUMSUPERF_LOC_SYSPUNTI_K NUM_PUNTO_K REFERENZE REFERENZE_NUMSOSTEGNO SOSTEGNO_NUM CONC_CARICHIASTA_DISTR_CARICHIASTA TERMICHE CARICHICARICHI_TRAZIONE_TRAVEDIFETTO_TRAVE_IN_LUNGHEZZASOLLECITAZIONI_FINALI_TRAVELINEA_INFLUENZA PESO_PROPRIOCARICO_DISTR_SUPERFCAR_LATI_SUPERFCAR_TERMICI_SUPERF VALORI_CARICGRIGLIA PIANO_FONDO SUPERFICIORIGINESPESSORE VALORE_MASSAASSI SPOSTAMENTI DIAG_SPOSTDIAS_FORZE_TRAVI FORZE_TRAVIDIAG_FORZE_SUPERF FORZE_SUPERF DIR_PRINCIPMOLLE ELEMENTI_GAP NUM_MOLLANUM_GAPSIST_LOC_MOLLA SIS_LOC_GAPARCHICADDIAG_TENS_TRAVI TENS_TRAVIDIAG_LINEE_INFLVAL_LINEE_INFLDIAG_REAZIONI_APPREAZIONI_VINCOLI FORZE_MOLLEDIAG_FORZE_MOLLE FORZE_GAPDIAG_FORZE_GAPDIAG_TENS_SUPERFTENSIONI_SUPERFSIS_LOC_VINCOLIMODIFIC_SEZIONIMOD_COLONNE_CLS VALORI_RAFF DIAG_RAFFLEGAMIMESHBORDOMEMBRANAPIASTRAGUSCIOLOWER_REINF_DIR_XLOWER_REINF_DIR_YUPPER_REINF_DIR_XUPPER_REINF_DIR_YLOWER_VALUES_XLOWER_VALUES_YUPPER_VALUES_XUPPER_VALUES_Y LOWER_SCALE_X LOWER_SCALE_Y UPPER_SCALE_X UPPER_SCALE_YVALORE_ROTTURA DIAG_ROTTURARIGHELLI SEZ_PIANADOMINIGRUPPO_PROGETTOTensioni Sezione Trave %d.Tensioni Sezione Trave in %d Connessioni TraviTensioni Sezione Rib %d$Tensioni Sezione in %d Ribs connesseSezione1 Sezione %siT_i\b_i\e_X\e_Y\e_ZGlobaleRif.a/dadPos.Asta GAsta L Nerv. G ln. Nerv. G proi.Nerv L Asta G ln. Asta G proi.Asta LT_r_e_lT_1T_2dLPG sup.G proi.Le_xe_ye_z\j_x\j_y\j_zp(x)p(y)p(z) MiscellaneoAcciaio CalcestruzzoLegname AlluminioNormativa di Progetto NazionaleCodice MaterialeCodice\s_b_HR_b_c\af_c_d\s_b\s_t_HR_b_if_c_t_d\s_b_Zf_yf_uf_y^*f_u^*\s_H\t_H\s_p_HR_yf_c_k\g_c\aE_c_m\f_ _tE_sE_aE_sE_s\s_s_HR_af_y_d\s_sf^’_c_kf^’_bf_bf_b_mE^’_b_-_s_h_o_r_t\Ff_y_df_y_tf_y_d^*f_y_t^* \e_s_0 [‰] \e_s_H [‰] \e_s_1 [‰] \e_s_u [‰] f_s_r_e_pf_sSforzo normale-Flessione-TaglioN-M-V.Compressione-Flessione-Instabilitŕ flessionaleN-M-Inst8Sforzo normale-Flessione-Instabilitŕ laterale Torsionale N-M-InstLT Taglio (y)Vy Taglio (z)VzTaglio-Flessione-Sforzo NormaleVw-M-NResistenza assiale plasticaNplRd!Resistenza Plastica al Taglio (y)VplyRd!Resistenza Plastica al Taglio (z)VplzRd"Resistenza Instabilitŕ Taglio ReteVbaRd Resistenza Momento Elastico (yy)MelyRd Resistenza Momento Elastico (zz)MelzRd Resistenza Momento Plastico (yy)MplyRd Resistenza Momento Plastico (zz)MplzRd'Resistenza Instabilitŕ Flessionale (yy)NbyRd'Resistenza Instabilitŕ Flessionale (zz)NbzRd*Resistenza Instabilitŕ Torsionale LateraleMbRd RisultatiSforzo Normale-Flessione-TaglioN-M-Q"Compressione-Flessione-InstabilitŕN-M-Inst8Sforzo normale-Flessione-Instabilitŕ Torsionale Laterale N-M-InstLT Taglio (y)Qy Taglio (z)Qz,Tensione Risultante nella Rete della FlangiaSrInstabilitŕ ReteBkl-wInstabilitŕ FlangiaBkl-fResistenza AssialeNHResistenza al Taglio (y)QyHResistenza al Taglio (z)QzHResistenza al Momento (yy)MyHResistenza al Momento (zz)MzHResistenza Instabilitŕ (yy)NkiyHResistenza Instabilitŕ (zz)NkizH*Resistenza Instabilitŕ Torsionale LateraleMkHAxial Force-Bending-ShearN-M-V%Compression-Bending-Flexural Buckling N-M-FlxBuckl.Axial Force-Bending-Lateral Torsional Buckling N-M-LTBucklShearVAxial ResistanceNudShear Resistance (y)VyuRdShear Resistance (z)VzuRdMoment Resistance (yy)MyuRdMoment Resistance (zz)MzuRdBuckling Coefficient (y)obyBuckling Coefficient (z)obzC1C1C2C2&Lateral-Torsional-Buckling CoefficientoLTBSezioneArmatura\n_y\n_z\b_y\b_z M_y_,_s_d M_z_,_s_dA_sA_s_2x_c Q_z_,_s_d Q_y_,_s_dQ_z^r_,^e_s^d_dQ_y^r_,^e_s^d_ds_wV_R_d_1V_R_d_2V_R_d_3M_y^m_,^i_s^n_dM_z^m_,^i_s^n_dM_y^m_,^a_s^x_dM_z^m_,^a_s^x_dA_s_tA_s_bA_s_t_2A_s_b_2M_y_MM_z_MA_sA_s_vx_I_I_IQ_z_MQ_y_M Q_z^r_M^e^d Q_y^r_M^e^ds_wT_H_aT_H_fT_H M_y^m_M^i^n M_y^m_M^a^x M_z^m_M^i^n M_z^m_M^a^xA_s_tA_s_bA_s_t_vA_s_b_vRisultati Armatura TraviSommario Armatura Travi Str.|elem.Analisi Max.|Loc.Max.bhtb1utub\sbHRbc\afcd\sb\stHRbifctd\sbZEsEaEsEs\ssHRafyd\ss\eb0 [‰]\ebH [‰]\es0 [‰]\esH [‰]\ec1 [‰]\ecu [‰]\es1 [‰]\esu [‰]Legs\FsSezioneBarreStaffeLongitudinal rebarsN_xQ_yQ_zM_xM_yM_z\a_c_rK_yK_zK_w\n_y\n_z\n_wZ_adC_1C_2aL\k_y\k_zYl_1l_gl_1_Sl_g_Sl_1_Il_g_I F_y_t_o_t F_z_t_o_tY-BracedZ-BracedTorsional Constraintfixedpartialfree Membro %dx[%s],Analisi del Membro %d secondo MSz 15024/1-85*Analisi del Membro %d secondo Eurocodice 3&Analysis of Member %d according to NEN'Analisi del Membro %d secondo AISC-LRFD(MSz 3.3.2.1/3, 3.5.4) (MSz 3.2.1) (MSz 3.5.6.1) (MSz 2.6.2.3) (MSz 2.6.2.3) (MSz 3.3.2.2) (MSz 3.3.4) (MSz 3.2.3)Utilizzazione Massima (EC3 5.4.8-9) (EC3 5.5.4) (EC3 5.5.4)(EC3 5.4.6, 5.6.3) (EC3 5.4.6) (EC3 5.6.7.2)Coefficiente InstabilitŕInstabilitŕ|parametrin_c_o_lcx_Tcx_Bcy_Tcy_Bdx_Tdx_Bdy_Tdy_Bpassato not passedtśŽ˘ ­ą´ĹČĎÖŢăčíó ţ  '*-0369<?BEHKNQSVY\_bejow~…ˆ‹Ž’•˜œ ¤¨ŤŽą´ˇşžÂĆĘÎŇ×Űßäčěđôřü  %+16;@FLRX^dinsy…‹‘—œĄŚŹ˛¸ťžÁĹÉÍĐÔ×ÚÝáĺéěđ÷ţ $,/258>DGJNRVZbjpv}„Š–¤ ąśťżĂÉĎŐŰŢáĺéěó÷úü "&*.27<AFMT[bglqv{€†Œ’˜  ŞÄÝ čęěďňő÷úý    #(-26;@EJOTX]bglqvz„‰Ž“˜œĄŚŤ­ąśšť˝ŔÂĆÉĚĐŐŮÝŕăĺčëď ú  %(7E[bgjmpsvy}€ƒ†‰Ž’”–™œŸ˘ĽŠ­łšŔÇÎŐŘŢâćęîňőř ")+-/4:@BDFHJNV b m wŻľ˝ĂČŮá ěô '6DU a l x†›ľÎâő  ! 1 > I X f  ‘ ž ­ ž Ü ů  0 D W a m  ‰ Ÿ ´ Á Ň ç ô   / ? 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No.Group Exc.|Concom.Exc./Seismic|Concom.\g\g_F\g_A\a\mnn_Sn_In_d\g\g_U\g_L\Y_0\Y_1\Y_2 \g_f_;_g_U \g_f_;_g_L\g_2\g_f_;_q\Y\Y_tr_P permanent incidental exceptionalDir. DirectionK(x)K(y)K(z)K(xx)K(yy)K(zz)F(x)F(y)F(z)M(x)M(y)M(z)Geom.GlobalRef.Elem.Node Local|System(x: %s; z: %s)(x: Geom.; z: %s)m_Xm_Ym_Z Init. P/GA. S.I. S.Min. G/PMax. G/PStiffness|Adj. R.Ten.Comp.Geom.X_1Y_1Z_1X_2Y_2Z_2X_3Y_3Z_3AreaMasterSlaveEnvelopeCriticalLinear NonlinearPartsSelectedFiltered%s, %sC min.|max.CaseCritical CombinationExt.L=%sRCQAxisVM %d.%d R%sRegistered to %sPage %dModel:Date: %s(%d/%d) M = 1 : %d M ~ 1 : %d Permanent Incidental ExceptionalForcesEUNBI ShapesU ShapesL Shapes Ring Shapes Round ShapesRectangular ShapesC ShapesZ ShapesS ShapesJ ShapesT Shapes Custom ShapesL equal anglesL unequal anglesIPE European I-beamsIPN European standard beamsHE European wide flange beams HL beams with very wide flangesHD wide flange columnsHP wide flange bearing piles UB British universal columnsUC British universal columns"UAP channels with parallel flangesUPN European standard channels"[] Concrete square cross-sectionsO Concrete round shapesO Hungarian pipes$O Hungarian steel rod round shapes'[] Hungarian cold formed square shapes,[] Hungarian cold formed rectangular shapesI Hungarian I-beamsU Hungarian standard channelsL Hungarian equal anglesL Hungarian unequal anglesI Romanian shapesU Romanian U shapesL Romanian equal anglesL Romanian unequal angles O Dunaújvárosi Hungarian pipes'L Dunaújvárosi Hungarian equal angles)L Dunaújvárosi Hungarian unequal angles-[] Dunaújvárosi Hungarian rectangular shapes([] Dunaújvárosi Hungarian square shapes#C Dunaújvárosi Hungarian C shapes#U Dunaújvárosi Hungarian channels#Z Dunaújvárosi Hungarian Z shapes#S Dunaújvárosi Hungarian S shapes#J Dunaújvárosi Hungarian J shapes[] RHS square shapes[] RHS rectangular shapes AISC S Shapes AISC M ShapesAISC HP ShapesAISC Square TubingAISC Rectangular Tubing AISC S Pipes AISC ES PipesAISC DES PipesAISC Miscellaneous ChannelsAISC Standard Channels AISC Angles AISC W ShapesNEN round shapesNEN square shapesLength Total lengthMaterial Cross-sectionCross-sectional forcesCross-section displacementsCross-section location:xDifferent Shapes#Beam %d Cross-Section Displacements2Cross-Section Displacements in %d Connecting Beams"Rib %d Cross-Section Displacements1Cross-Section Displacements in %d Connecting Ribs'Beam %d Cross-Sectional Internal Forces6Cross-Sectional Internal Forces in %d Connecting Beams&Rib %d Cross-Sectional Internal Forces5Cross-Sectional Internal Forces in %d Connecting Ribs Material Name\STotal Element TypeMembranePlateShell Cross-SectionMTruss %dBeam %dRib %dMem %dPla %dSh %dShMemPla Ref. Elem.R(x)R(y)R(z)R(r)R(xx)R(yy)R(zz)R(rr)F(x)F(y)F(z)F(r)M(x)M(y)M(z)M(r)NL(x)NL(y)NL(z)NL(xx)NL(yy)NL(zz)GlobalBeam r.Edge r.Ref.LineEdgeSurfaceV1V2V3V4V5V6Nodal Beam Conc. G Beam Conc. LInfluence LineRib Distr. G ln.Rib Distr. G proj. Rib Distr. LBeam Distr. G ln.Beam Distr. G proj. Beam Distr. L Rib Thermal Beam ThermalSurface ThermalBeam Fault in L.Truss Fault in L. Truss Thermal Rib Dead LoadBeam Dead LoadTruss Dead LoadSurface Dead LoadSurface Distr. Surface EdgeSupport Displ. Global Proj.Global Along L.LocalRef.Dist. 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Critical Max.Critical Min,Max.Casen_c_rncrLdp IncrementNODESNODE_NUMMASSESLINES RIGID_ELEMRIGID_ELEM_NUMTRUSSES TRUSS_NUM MATERIAL_NUM MATER_NAMESCROSS_SECT_NUMCROSS_SECT_NAMLENGTH_OF_BEAMSBEAMSBEAM_NUMRIBSRIB_NUMEDGESHOLES BEAM_LOC_SYS RIB_LOC_SYSSHAPES SURF_CENTSURF_NUM SURF_LOC_SYSK_POINTS K_POINT_NUM REFERENCES REFERENCE_NUMSUPPORTS SUPPORT_NUM CONC_LOADSBEAM_DISTR_LOADSBEAM_THERMAL_LOADSBEAM_TENSION_LOADSBEAM_FAULT_IN_LENGTHBEAM_END_FORCESINFLUENCE_LINE DEAD_LOADSURF_DISTR_LOADSSURF_EDGE_LOADSSURF_THERMAL_LOADS LOAD_VALUESGRID BKGND_LAYERSURFACESORIGIN THICKNESS MASS_VALUESAXES DISPLACEMENTS DISPL_DIAGBEAM_FORCES_DIAG BEAM_FORCESSURFACE_FORCES_DIAGSURFACE_FORCES PRINCIPAL_DIRSPRINGS GAP_ELEMENTS SPRING_NUMGAP_NUMSPRING_LOC_SYS GAP_LOC_SYSARCHICADBEAM_STRESS_DIAG BEAM_STRESSINFL_LINE_DIAG INFL_LINE_VALSUPP_FORCES_DIAGSUPPORT_FORCES SPRING_FORCESSPRING_FORCES_DIAG GAP_FORCESGAP_FORCES_DIAGSURF_STRESS_DIAGSURFACE_STRESSES SUPP_LOC_SYSEDIT_CROSS_SECTIONEDIT_CONCRETE_COLUMN REINF_VALUES REINF_DIAGLINKMESHBORDERMEMBRANEPLATESHELLBOTTOM_REINF_DIR_XBOTTOM_REINF_DIR_YTOP_REINF_DIR_XTOP_REINF_DIR_YBOTTOM_VALUES_XBOTTOM_VALUES_Y TOP_VALUES_X TOP_VALUES_YBOTTOM_SCALE_XBOTTOM_SCALE_Y TOP_SCALE_X TOP_SCALE_Y CRACK_VALUES CRACK_DIAGRULERS SECT_PLANEDOMAINS DESIGN_GROUP Beam %d Cross-Sectional Stresses/Cross-Sectional Stresses in %d Connecting BeamsRib %d Cross-Sectional Stresses.Cross-Sectional Stresses in %d Connecting RibsCross-Section1Cross-section %siT_i\b_i\e_X\e_Y\e_ZGlobalRef.a/dadPos.Beam GBeam L Rib G ln. Rib G proj.Rib L Beam G ln. Beam G proj.Beam LT_r_e_fT_1T_2dLPG sur.G proj.Le_xe_ye_z\j_x\j_y\j_zp(x)p(y)p(z) MiscellaneousSteelConcreteTimber AluminiumNational Design Code Material CodeCode\s_b_HR_b_c\af_c_d\s_b\s_t_HR_b_if_c_t_d\s_b_Zf_yf_uf_y^*f_u^*\s_H\t_H\s_p_HR_yf_c_k\g_c\aE_c_m\f_ _tE_sE_aE_sE_s\s_s_HR_af_y_d\s_sf^’_c_kf^’_bf_bf_b_mE^’_b_-_s_h_o_r_t\Ff_y_df_y_tf_y_d^*f_y_t^* \e_s_0 [‰] \e_s_H [‰] \e_s_1 [‰] \e_s_u [‰] f_s_r_e_pf_sAxial Force-Bending-ShearN-M-V%Compression-Bending-Flexural Buckling N-M-Buckl.Axial Force-Bending-Lateral Torsional Buckling N-M-LTBuckl Shear (y)Vy Shear (z)VzShear-Bending-Axial ForceVw-M-NAxial Plastic ResistanceNplRdShear Plastic Resistance (y)VplyRdShear Plastic Resistance (z)VplzRdShear Web Buckling ResistanceVbaRdElastic Moment Resistance (yy)MelyRdElastic Moment Resistance (zz)MelzRdPlastic Moment Resistance (yy)MplyRdPlastic Moment Resistance (zz)MplzRd!Flexural Buckling Resistance (yy)NbyRd!Flexural Buckling Resistance (zz)NbzRd%Lateral-Torsional Buckling ResistanceMbRdResultsAxial Force-Bending-ShearN-M-QCompression-Bending-Buckling N-M-Buckl.Axial Force-Bending-Lateral-Torsional Buckling N-M-LTBuckl Shear (y)Qy Shear (z)Qz)Stress Resultant in the Web at the FlangeSr Web BucklingBkl-wFlange BucklingBkl-fAxial ResistanceNHShear Resistance (y)QyHShear Resistance (z)QzHMoment Resistance (yy)MyHMoment Resistance (zz)MzHBuckling Resistance (yy)NkiyHBuckling Resistance (zz)NkizH%Lateral-Torsional Buckling ResistanceMkHAxial Force-Bending-ShearN-M-V%Compression-Bending-Flexural Buckling N-M-FlxBuckl.Axial Force-Bending-Lateral Torsional Buckling N-M-LTBucklShearVAxial ResistanceNudShear Resistance (y)VyuRdShear Resistance (z)VzuRdMoment Resistance (yy)MyuRdMoment Resistance (zz)MzuRdBuckling Coefficient (y)obyBuckling Coefficient (z)obzC1C1C2C2&Lateral-Torsional-Buckling CoefficientoLTB Cross-Section Reinforcement\n_y\n_z\b_y\b_z M_y_,_s_d M_z_,_s_dA_sA_s_2x_c Q_z_,_s_d Q_y_,_s_dQ_z^r_,^e_s^d_dQ_y^r_,^e_s^d_ds_wV_R_d_1V_R_d_2V_R_d_3M_y^m_,^i_s^n_dM_z^m_,^i_s^n_dM_y^m_,^a_s^x_dM_z^m_,^a_s^x_dA_s_tA_s_bA_s_t_2A_s_b_2M_y_MM_z_MA_sA_s_vx_I_I_IQ_z_MQ_y_M Q_z^r_M^e^d Q_y^r_M^e^ds_wT_H_aT_H_fT_H M_y^m_M^i^n M_y^m_M^a^x M_z^m_M^i^n M_z^m_M^a^xA_s_tA_s_bA_s_t_vA_s_b_vBeam Reinforcement ResultsBeam Reinforcement Summary Str.|elem.Analysis Max. Loc.Max.bhtb1utub\sbHRbc\afcd\sb\stHRbifctd\sbZEsEaEsEs\ssHRafyd\ss\eb0 [‰]\ebH [‰]\es0 [‰]\esH [‰]\ec1 [‰]\ecu [‰]\es1 [‰]\esu [‰]Legs\Fs Cross-SectionRebarsStirrupLongitudinal rebarsN_xQ_yQ_zM_xM_yM_z\a_c_rK_yK_zK_w\n_y\n_z\n_wZ_adC_1C_2aL\k_y\k_zYl_1l_gl_1_Ul_g_Ul_1_Ll_g_L F_y_t_o_t F_z_t_o_tY-BracedZ-BracedTorsional Constraintfixedpartialfree Member %dx[%s]1Analysis of Member %d according to MSz 15024/1-85-Analysis of Member %d according to Eurocode 3&Analysis of Member %d according to NEN,Analysis of Member %d according to AISC-LRFD(MSz 3.3.2.1/3, 3.5.4) (MSz 3.2.1) (MSz 3.5.6.1) (MSz 2.6.2.3) (MSz 2.6.2.3) (MSz 3.3.2.2) (MSz 3.3.4) (MSz 3.2.3)Maximum Efficiency (EC3 5.4.8-9) (EC3 5.5.4) (EC3 5.5.4)(EC3 5.4.6, 5.6.3) (EC3 5.4.6) (EC3 5.6.7.2)Buckling CoefficientsBuckling|parametersn_c_o_lcx_Tcx_Bcy_Tcy_Bdx_Tdx_Bdy_Tdy_Bpassed not passedvş!Ž  ŹŻłÇĘŃŘŕĺęďő  !),/258;>ADGJMPSUX[^adgow ‚Š’•˜›Ÿ˘ĽŠ­ąľ¸ťžÁÄÇËĎÓ×Űßäčěńőůý   &,28>CHMSY_ekqv{€†Œ’˜ž¤ŠŽłšżĹČËÎŇÖÚÝáäçęîňöůý !%)19<?BEKQTW[_cgow}ƒŠ‘—ŁŞą žĂČĚĐÖÜâčëîňöů #(,048<@EJOTZ`ejot{‚‰•šŸ¤ŠŽ´şŔĆÎ Řň   #%(+.13579;=@CFHKNQV[`dinsx}‚†‹•šŸ¤¨­˛ˇźÁĆĘĎÔŮŰßäçéëîđô÷úţ  (.C NPTX[`cs–  Ľ¨ŤŽą´ˇťžÁÄÇĚÎĐŇÔ×ÚÝŕăçëń÷ţ  $(,036 @EKS[bhjlnsxƒ…‡‰ ˜Ś ą ž ÉŘéţ *2 >DUh{ŒœŹżÎßň  4 H \ %  ˘ ° ź Ě Ü ř   ( 7 $[ #~ #Ą Ž Î ß é ő  + < I e ~ ’ Ś Á Đ ŕ é ö   * 6 I Y d  œ ­ ž &ä * '5 K T n Ž § !Č ç 4Og"‰Ś+Ń&÷'2Jasˆ›´ÇŮň'9JN W\b l vy|‚Š’š˘Š°ľ ž ČĐÖÜ ĺéďőú &+07 BP^p‚ž°Â Îë#+<Xt †‹“—¤¨Žľť ČÝŕĺęíđňöúţ  % 05 >AFJ T ` mt }‚‡Œ’˜žŁ¨­˛ˇźÂĘĎŐŰęů  !'- 6 ?QV[aeimquy}… –œ § ˛ş ĆÎ Ű ĺěî řţ!#%6KSZ dl w ‚ Œ ™ Ś ŻąľÍä đ ü &5 A M Y e q¨ĹÓáö)FHf„'Ť#Î%ó-%R5‡8żŮó$&=Wq$•&ť)ä13H74ł'Ú''('O'v!—$ťĚÝď !.E]vŞ˝Îŕóú ,DVXp0żÜ0 ',S'z6°žÁČ Ô Ýăęňô ý    '.5; FKPUZ`flrw|†‹•š ŚŹłşÁÉ ŇÚßäéîńô÷úý   " / @ S ` l z ‚ ’ ¤ ľ Ç Ů ë ý !%!8! 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; ;,; 8;F;X;h;p;u;z;;„;‰;Ž;“;˜; ; ­;Â;Ç;Ě;č;<<< <<w<Œalpha,beta,khi,delta,epsilon,phi,gamma,eta,iota,phi,kappa,lambda,mu,nu,omicron,pi,theta,rho,sigma,theta,nu,omega,omega,ksi,psi,zeta,DiameterWapeningscontrole Unity-checkjaneeBelastingcombinatieBC%de BCCo #%dMode %dModeNaamTypeGroep GroepstypeSpantStaafRibGatMeshminmaxmin/maxeXeYeZfXfYfZeRfRexeyezfxfyfzNNxQyQzMxMyMzS;x;minS;x;max S;x;minmaxT;y;gemT;z;gemSxnxnynxymxmymxyqxzqyzqRzn1n2anm1m2amnxDnyDmxDmyDdnxdnydnxydmxdmydmxydqxdqySxxSyySxySxzSyzSVMS1S2aSSxx TSyy TSxy TSxz TSyz TSVM TS1 TS2 TaS TSxx CSyy CSxy CSxz CSyz CSVM CS1 CS2 CaS CSxx BSyy BSxy BSxz BSyz BSVM BS1 BS2 BaS BPX`1`PY`1`PZ`1`RxRyRzRxxRyyRzzRrRrrRxRyRzRxxRyyRzzRrRrrNx minNx maxSx minSx maxaxbaybaxtaytaxb,axtayb,aytxbybxtytxb,xtyb,ytaxaysxbsybsxtsytsxb,sxtsyb,sytam(b)am(t)ame(b)ame(t)aR(b)aR(t)x_s_2\s_s_2\s_b_1 \F / \a meanAa_tAa_bAaxAayAax_bAax_tAay_bAay_tExEyn1vm1v\YVoldoetjaNEE?e(x)e(y)e(z)f(x)f(y)f(z)F_XF_YF_ZM_XM_YM_ZMy_bMz_bMy_tMz_te_0_ye_0_z\Dey\Dez\DMy\DMze_0b_ye_0b_ze_0t_ye_0t_zee_yee_zde_yde_zea_yea_ze_2_ye_2_ze_t_ye_t_zn_c_o_l PermanentMomentaneous (short time)Momentaneous (long time) IncidentalpGdLdTdFRXPYPZPv=XYZxyzmmcmdmminftydmm^2cm^2dm^2m^2in^2ft^2yd^2mm^3cm^3dm^3m^3in^3ft^3yd^3mm^4cm^4dm^4m^4in^4ft^4yd^4mm^6cm^6dm^6m^6in^6ft^6yd^6°radmradkgqtlbNdaNkNMNlbfkipspsiksi°C°FsmsHzkHz dd-mm-yyyyhh:mmMateriaalbibliotheek MaterialenEE_xE_y\n\a_T\rMateriaal|kleur Contour|kleurProfielenbibliotheek ProfielenNaamAxAyAzIxIyIzIyzHyHzyGzGS.p.yzhbtwtfI1I2\aNh0Hh0N minN maxMy minMy maxMz minMz maxAbAs/AbyG*zG*I\wy\wz\wSySz ProductieVormAnderGewalstKoud g.GelastEigenIULBuisRondRecht.CZSJTKokerProject: Constructeur: Model data Bibliotheken ResultatenVerplaatsingenInterne krachtenBelastingcombinatiesKnopenSpantenStavenRibbenPlaatelementenDomains ReferentiesVerenGapingselementenNode-to-Node LinksLine-to-Line LinksKnoopopleggingenLijnopleggingenVlakopleggingenBelastingen van %sBelastinggevalBelastinggroepenGewichtsberekeningGewichten per materiaalGewicht per profielGewicht per vlak-typeKnoopverplaatsingenStaafverplaatsingen$Details van de interne staafkrachten StaafkrachtenStaaf eindkrachten Spantkrachten RibkrachtenSpantspanningenStaafspanningenDetails van staafspanningenStaaf eindspanningen Ribspanningen VlakkrachtenVlakspanningen#Interne krachten knoopondersteuning"Interne krachten lijnondersteuning"Interne krachten vlakondersteuning VeerkrachtenInterne krachten gapingselementVibratie analyse All Modes Frequenties Knik analyse All ModesMaatgevende belastingsfactorenWapeningswaarden Knoopmassa´sOngebalanceerde belastingenSeismische bčta factorenScheurvorming bovenScheurbreedte onderActual Reinforcement CheckMSZ (Hongaars)STAS (Roemeens)Eurocode Eurocode (D)DIN 1045 (Duits)AISC (Amerikaans)NEN (Nederlands) – Geen normDIN 1045-1 (Duits)SIA 162 (Swiss) MaterialenZelfgedefinieerde materialenWapeningsstaal kwaliteitenKnoopbelastingenOpleggingsverpl.%Geconcentreerde belastingen op staven)Verdeelde belastingen op staven en ribben&Thermische belasting op lijn-elementenVerkorting/verlengingSpanningVerdeelde vlakbelastingenThermische belasting op vlakkenRandbelasting op vlakken Seismic Equivalence CoefficientsStaalnorm controles (Eurocode)Staalweerstanden (Eurocode)Staalnorm controles (MSz)Staalweerstanden (MSz)Staalnorm controles (AISC)Staalweerstanden (AISC)!Staalnorm samenvatting (Eurocode)Staalnorm samenvatting (MSz)*Constructie-element unity-check (Eurocode)%Constructie-element unity-check (MSz)&Constructie-element unity-check (AISC)Normcontroles (NEN)Norm samenvatting (NEN)Norm weerstanden (NEN)Unity-check (NEN)Norm controle (STAS)Unity-check (STAS)Norm samenvatting (STAS)Verdeeld in domainThermal on DomainEigen gewicht van domainYoung’s ModulusSurface Point LoadDomain Point LoadSurface Line LoadDomain Line LoadR%dKnoop %de_%s\q_%s Vrij|Vrij Vast|VastPoVeAsPlKnoop iKnoop jKnoop kKnoop lLengteLengteLoc.Locaal X MateriaalProfielRef_xRef_zNon-lin.N_hi - jj - iAuto .|LineairTrek|Alleen trekDruk|Alleen drukTrekDrukER_S_t ER_E_i_n_d s_y_y_,_ _S_t s_z_z_,_ _S_ts_y_y_,_ _E_i_n_ds_z_z_,_ _E_i_n_d M_y_H_,_ _S_t M_z_H_,_ _S_tM_y_H_,_ _E_i_n_dM_z_H_,_ _E_i_n_d .|IngeklemdSchar-Z|Scharnier om de Z-asSchar-Y|Scharnier om de Y-as"Schar-YZ|Scharnier om de Y en Z-asBol|BolscharnierRol-Y|Rollend langs de Y-asRol-Z|Rollend langs de Z-as Aangepast...Exc.TypeMemPlaSchDikteFactorSh.KnoopS. No.Groep Exc.|Concom.Exc./Seismic|Concom.\g\g_F\g_A\a\mnn_Sn_In_d\g\g_U\g_L\Y_0\Y_1\Y_2 \g_f_;_g_U \g_f_;_g_L\g_2\g_f_;_q\Y\Y_tr_P permanent incidenteel buitengewoonRicht.RichtingK(x)K(y)K(z)K(xx)K(yy)K(zz)F(x)F(y)F(z)M(x)M(y)M(z)Geom.GlobaalRef.Elem.KnoopLocaal|Systeem(x: %s; z: %s)(x: Geom.; z: %s)m_Xm_Ym_Z Init. P/GA. S.I. S.Min. G/PMax. G/PStijfheid|Adj. R.TrekDrukGeom.X_1Y_1Z_1X_2Y_2Z_2X_3Y_3Z_3 OppervlakMasterSlave Omhullende MaatgevendLineair Non-lineairDetails Geselecteerd Gefilterd%s, %sC min.|max.GevalMaatgevende combinatieExt.L=%sRCQAxisVM %d.%d R%sGeregistreerd aan %sPag. %dModel: Datum: %s(%d/%d) M = 1 : %d M ~ 1 : %d Permanent Veranderlijk BuitengewoonKrachtenEUNBIncidentele combinatiesIncidentele combinatie I-Profielen U-Profielen L-Profielen BuisprofielenRonde profielenKokerprofielen C-Profielen Z-Profielen S-Profielen J-Profielen T-ProfielenZelfgedefinieerde profielenL gelijkzijdig hoekstaalL ongelijkzijdig hoekstaal IPE I-Liggers IPN I-LiggersHE BreedflensliggersHL Extreme breedflensliggersHD BreedflenskolommenHP Breedflens dragende palen UB Britse universele kolommenUC Britse universele kolommen&UAP U-profielen met parallelle flenzen"UPN Europese standaard U-profielen$[] Beton met rechthoekige doorsnedeO Beton met ronde doorsnedeO Hongaarse buisprofielen$O Hongaarse staven en ronde vormen4[] Hongaarse koud-gevormde vierkante kokerprofielen7[] Hongaarse koud-gevormde rechthoekige kokerprofielenI Hongaarse I-profielenU Hongaarse U-profielen#L Hongaars gelijkzijdig hoekstaal%L Hongaars ongelijkzijdig hoekstaalI Roemeense I-profielenU Roemeense U-profielen#L Roemeens gelijkzijdig hoekstaal%L Roemeens ongelijkzijdig hoekstaal(O Dunaújvárosi Hongaarse buisprofielen0L Dunaújvárosi Hongaars gelijkzijdig hoekstaal2L Dunaújvárosi Hongaars ongelijkzijdig hoekstaal6[] Dunaújvárosi Hongaarse rechthoekige kokerprofielen3[] Dunaújvárosi Hongaarse vierkante kokerprofielen&C Dunaújvárosi Hongaarse C-profielen&U Dunaújvárosi Hongaarse U-profielen&Z Dunaújvárosi Hongaarse Z-profielen&S Dunaújvárosi Hongaarse S-profielen&J Dunaújvárosi Hongaarse J-profielen [] RHS vierkante kokerprofielen#[] RHS rechthoekige kokerprofielenAISC S-profielenAISC M-profielenAISC HP-profielenAISC Vierkante kokerprofielen AISC Rechthoekige kokerprofielenAISC S - buisprofielenAISC ES - buisprofielenAISC DES - buisprofielenAISC Diverse U-profielenAISC Standaard U-profielenAISC HoekprofielenAISC W-profielenNEN BuisprofielenNEN KokerprofielenLengte Totale lengte MateriaalProfielDoorsnedekrachtenDoorsnedeverplaatsingenDoorsnedelocatie:xVerschillende profielenDoorsnedeverplaatsing staaf %d/Doorsnedeverplaatsing in %d aansluitende stavenDoorsnedeverplaatsing rib %d/Doorsnedeverplaatsing in %d aansluitende ribbenDoorsnedekrachten staaf %d+Doorsnedekrachten in %d aansluitende staven&Rib %d Cross-Sectional Internal Forces5Cross-Sectional Internal Forces in %d Connecting Ribs Materiaalnaam\STotaal ElementtypeMembraanPlaatSchaalProfielMSpant %dStaaf %dRib %d Membr. %dPlaat %dSch %dSchaalMembr.Plaat Ref. Elem.R(x)R(y)R(z)R(r)R(xx)R(yy)R(zz)R(rr)F(x)F(y)F(z)F(r)M(x)M(y)M(z)M(r)NL(x)NL(y)NL(z)NL(xx)NL(yy)NL(zz)GlobaalStaaf r.Rand r.Ref.LijnRandVlakV1V2V3V4V5V6Knoop Staaf conc. G Staaf conc. L InvloedslijnRib Distr. G ln.Rib Distr. G proj. Rib Distr. L Staaf G ln. Staaf G proj.Staaf LRib temperatuurStaaf temperatuurVlak temperatuurStaaf verk./verl.Spant verk./verl.Spant temperatuurRib eigen gewichtStaaf eigen gewichtSpant eigen gewichtVlak eigen gewicht Vlak verd. Vlak rand Opl. verpl. Globale proj.Globaal langs L.LocaalRef.Afst.RichtingFxFyFzFXFYFZMxMyMzMXMYMZpx1py1pz1pX1pY1pZ1px2py2pz2pX2pY2pZ2pxpypzpmT1T2T0GewichtpxpypzpXpYpZ Staafspanning SpantspanningPKnoop EnvironmentSurface/5 mmdryhum.hum.s.seaw.aggr.checkno checkmanip.cxcyActual|dx - sxActual|dy - sy Max.|Aggr.Pos.TCBModeLineaire berekeningNon-lineaire berekeningVibratie analyseVibratie analyseKnikberekeningComp.AanzichtDetail DoorsnedePersp.E (W)E (P)E (U)E (Eq) %d details %d doorsnedes E (Eigen)Fout\wfT Eigenwaarde IteratiesOmhullende MinOmhullende MaxOmhullende Min,MaxGrenstoestand Min.Grenstoestand Max.Grenstoestand Min,Max.Gevaln_c_rncrLdp StapgrootteKNOPEN AANT_KNOPENMASSA´SLIJNEN STIJF_ELEMAANT_STIJVE_ELEMSPANTEN AANT_SPANTEN AANT_MATER MATER_NAMENAANT_PROFIELEN PROFIEL_NAMEN STAAF_LENGTESSTAVEN AANT_STAVENRIBBEN AANT_RIBBENRANDENGATEN STAAF_LOC_SYS RIB_LOC_SYS PROFIELEN VLAK_MIDDELP AANT_VLAKKEN VLAK_LOC_SYSK-PUNTEN AANT_K-PUNTEN REFERENTIESAANT_REFERENTIES OPLEGGINGEN AANT_OPLEGG GECONC_BELSTAAF_VERD_BELSTAAF_THERM_BELSTAAF_SPANN_BELSTAAF_VERL/VERKORTSTAAF_EIND_KRACHT INVLOEDSLIJN EIG_GEWICHT VLAK_VERD_BEL VLAK_RAND_BELVLAK_THERM_BEL BEL_WAARDENRASTER ACHTERGRONDVLAKKEN OORSPRONGDIKTE MASSA_WAARDENASSENVERPLAATSINGEN VERPL_DIAGRAMSTAAF_KRACHTEN_DIAGSTAAF_KRACHTENVLAK_KRACHTEN_DIAG VLAK_KRACHTENHOOFD_RICHTINGENVERENGAPINGSELEMENTEN AANT_VEREN AANT_GAPINGEN VEER_LOC_SYSGAPING_LOC_SYSARCHICADSTAAF_SPANNING_DIAGSTAAF_SPANNINGENINVL_LIJN_DIAGINVL_LIJN_WAARDENOPL_KRACHTEN_DIAGOPLEG_KRACHTEN VEERKRACHTENVEERKRACHTEN_DIAGGAPING_KRACHTENGAPING_KRACHTEN_DIAGVLAK_SPANN_DIAGVLAK_SPANNINGEN VLAK_LOC_SYS WIJZIG_DOORSNWIJZIG_BETONKOLOMWAPENING_WAARDEN WAPENING_DIAG VERBINDINGMESHCONTOURMEMBRAANPLAATSCHAALONDERWAP_X_RICHTONDERWAP_Y_RICHTBOVENWAP_X_RICHTBOVENWAP_Y_RICHTWAARDEN_X_ONDERWAARDEN_Y_ONDERWAARDEN_X_BOVENWAARDEN_Y_BOVENONDER_SCHAAL_XONDER_SCHAAL_YBOVEN_SCHAAL_XBOVEN_SCHAAL_Y SCHEURBREEDTE SCHEURBR_DIAGLINEALENSNIJVLAKDOMAINS NORM_GROEPStaaf %d doorsnedespanningen-Doorsnedespanningen in %d aansluitende stavenRib %d doorsnedespanningen-Doorsnedespanningen in %d aansluitende ribben Doorsnede1 Doorsnede %siT_i\b_i\e_X\e_Y\e_ZGlobaalRef.a/dadPos.Staaf GStaaf L Rib G ln. Rib G proj.Rib L Staaf G ln. Staaf G proj.Staaf LT_r_e_fT_1T_2dLPG sur.G proj.Le_xe_ye_z\j_x\j_y\j_zp(x)p(y)p(z)DiversenStaalBetonHout AluminiumNationale norm MateriaalnormNorm\s_b_HR_b_c\F\n\af_c_d\s_b\s_t_HR_b_tf_c_t_d\s_b_Zf_yf_uf_y^*f_u^*\s_H\t_H\s_p_HR_yR_cRf_c_k\g_c\aE_c_m\f_ _tE_sE_aE_sE_s\s_s_HR_af_y_d\s_sf^’_c_kf^’_bf_bf_b_mE^’_b_-_s_h_o_r_t\Ff_y_df_y_tf_y_d^*f_y_t^* \e_s_0 [‰] \e_s_H [‰] \e_s_1 [‰] \e_s_u [‰] f_s_r_e_pf_sm_a_tm_b_cm_b_t\x_0!Normaalkracht-Buiging-AfschuivingN-M-VDruk-Buiging-KnikN-M-KnikDruk-Buiging-KipN-M-KipAfschuiving (y)VyAfschuiving (z)Vz!Afschuiving-Buiging-NormaalkrachtVw-M-N6Rekenwaarde normaalkracht m.b.t. plastische capaciteitNplRd;Rekenwaarde afschuifkracht m.b.t. plastische capaciteit (y)VplyRd;Rekenwaarde afschuifkracht m.b.t. plastische capaciteit (z)VplzRd,Afschuifweerstand tegen plooien van het lijfVbaRd?Rekenwaarde buigend moment m.b.t. de elastische capaciteit (yy)MelyRd?Rekenwaarde buigend moment m.b.t. de elastische capaciteit (zz)MelzRd?Rekenwaarde buigend moment m.b.t. de plastische capaciteit (yy)MplyRd?Rekenwaarde buigend moment m.b.t. de plastische capaciteit (zz)MplzRdOpneembare knikbelasting (yy)NbyRdOpneembare knikbelasting (zz)NbzRdOpneembare kipbelastingMbRd Resultaten!Normaalkracht-Buiging-AfschuivingN-M-QDruk-Buiging-KnikN-M-KnikNormaalkracht-Buiging-KipN-M-KipAfschuiving (y)QyAfschuiving (z)Qz5Samengestelde spanning t.pv. overgang lijf naar flensSr Plooien lijfPl-l Plooien flensPl-fOpneembare normaalkrachtNHAfschuifweerstand (y)QyHAfschuifweerstand (z)QzHOpneembaar buigend moment (yy)MyHOpneembaar buigend moment (zz)MzHOpneembare knikbelasting (yy)NkiyHOpneembare knikbelasting (zz)NkizHOpneembare kipbelastingMkH!Normaalkracht-Buiging-AfschuivingN-M-VDruk-Buiging-KnikN-M-KnikNormaalkracht-Buiging-KipN-M-Kip AfschuivingVOpneembare normaalkrachtNudAfschuifweerstand (y)VyudAfschuifweerstand (z)VzudOpneembaar buigend moment (yy)MyudOpneembaar buigend moment (zz)MzudKnikcoëfficiënt (y) Omega;y;bucKnikcoëfficiënt (z) Omega;z;bucC1C1C2C2Kipcoëfficiënt Omega;kip ResultatenAxial Force-Bending (strength) N-M-StrengthAxial Force-Bending (stability) N-M-Stab.Afschuiving (y)QyAfschuiving (z)Qz6Samengestelde spanning t.p.v. overgang lijf naar flensSrCross-Section Shear Factor (y)ShyCross-Section Shear Factor (z)Shz$Cross-Section Elasticity Modulus (y)Wely$Cross-Section Elasticity Modulus (z)WelzMaximum SlendernessLmax!Minimum Buckling Reduction FactorFimin!Lateral Buckling Reduction FactorFiG DoorsnedeWapening\n_y\n_z\b_y\b_zVerstijvende staven M_y_,_s_dM_xA_s_t M_z_,_s_dA_sA_s_2x_c Q_z_,_s_d Q_y_,_s_dQ_z^r_,^e_s^d_dQ_y^r_,^e_s^d_ds_wV_R_d_1V_R_d_2V_R_d_3M_y^m_,^i_s^n_dM_z^m_,^i_s^n_dM_y^m_,^a_s^x_dM_z^m_,^a_s^x_dA_s_tA_s_bA_s_t_2A_s_b_2MyMzA_aA_a’xQ_zQ_y Q_z_,_r_e_d Q_y_,_r_e_da_es_iQ_bQ_eQ_c_a_pMy_m_i_nMz_m_i_nMy_m_a_xMz_m_a_xA_s_tA_s_bA_s_t_2A_s_b_2M_y_MM_z_MA_sA_s_vx_I_I_IQ_z_MQ_y_M Q_z^r_M^e^d Q_y^r_M^e^ds_wT_H_aT_H_fT_H M_y^m_M^i^n M_y^m_M^a^x M_z^m_M^i^n M_z^m_M^a^xA_s_tA_s_bA_s_t_vA_s_b_vResultaten staafwapeningSamenvatting staafwapening Str.|elem.Analyse Max. Loc.Max.bhtb1utub\sbHRbc\afcd\sb\stHRbifctd\sbZEsEaEsEs\ssHRafyd\ss\eb0 [‰]\ebH [‰]\es0 [‰]\esH [‰]\ec1 [‰]\ecu [‰]\es1 [‰]\esu [‰]Legs\F_s DoorsnedeWapeningsstavenBeugelWapeningslangsstavenN_xQ_yQ_zM_xM_yM_z Seismic ZoneC_v\a_c_rK_y_yK_z_zK_w\n_y_y\n_z_z\n_wZ_ad\m_y_y\m_z_z\m_0\nC_1C_2aL\k_y_y\k_z_zYl_1l_gl_1_Ul_g_Ul_1_Ll_g_L F_y_t_o_t F_z_t_o_t Y-geschoord Z-geschoordTorsional Constraint ingeklemd gedeeltelijkvrijConstructie-element %dx[%s]6Berekening van constr. Elem. %d volgens MSz 15024/1-852Berekening van constr. elem. %d volgens Eurocode 3+Berekening van constr. elem. %d volgens NEN1Berekening van constr. elem. %d volgens AISC-LRFD2Berekening van constr. Elem. %d volgens STAS 10108(MSz 3.3.2.1/3, 3.5.4) (MSz 3.2.1) (MSz 3.5.6.1) (MSz 2.6.2.3) (MSz 2.6.2.3) (MSz 3.3.2.2) (MSz 3.3.4) (MSz 3.2.3)Maximale unity-check (EC3 5.4.8-9) (EC3 5.5.4) (EC3 5.5.4)(EC3 5.4.6, 5.6.3) (EC3 5.4.6) (EC3 5.6.7.2)KnikcoëfficiëntenKnik|parametersn_k_o_lcx_Tcx_Bcy_Tcy_Bdx_Tdx_Bdy_Tdy_Bvoldoet voldoet nietkan niet controlerenItemPageReinforced concrete columnsReinforced concrete beamsB1B2C3C4 (Node %d, %s)