SD - Statens vegvesen
SD - Statens vegvesen
SD - Statens vegvesen
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<strong>Statens</strong> VegvesenProsjekt: Prosjekt nr.: Utarb. av: Dokument nr.:Program <strong>SD</strong>, dimensjonering av skallsnitt I betong kf 1Tittel Rev: Dato: Side:Bruksanvisning Sep-08 36 av 38Last-tilfelle : ILC 1 Grensetilstand : ULS Vanntrykk i riss : 0.000Snitt-krefter/momenter :N1 N2 N12 M1 M2 M12 V1 V20. 0. 0. 1000. 0. 0. 1000. 0.Deformasjoner*1000 : eps1 eps2 gamma kappa1 kappa2 kappa120.427 0.000 0.000 3.121 0.000 0.000Betong : side alfa 1000eps sigma-c sigma-u URc1 0.000 1.519 0. -20000. 0.0001 90.000 0.000 0. -20000. 0.0002 90.000 0.000 0. -20000. 0.0002 0.000 -0.665 -12683. -20000. 0.634Armeringslag :id areal x3 alfa 1000eps sigma-r sigma-u URrX1 0.010000 -0.250 0.000 1.207 193119. 400000. 0.483Y1 0.010000 -0.250 90.000 0.000 0. 400000. 0.000X2 0.010000 0.250 0.000 -0.353 -56524. 400000. -0.141Y2 0.010000 0.250 90.000 0.000 0. 400000. 0.000Skjær strekkbrudd :alfa Vgamma Vcd URcd Ast Vsd URst0.000 1000.000 471.429 1.000 0.002500 540.000 0.979Skjær trykkbrudd :alfa Vgamma Vccd URcc0.000 1000.000 3240.000 0.309Kontrollberegninger :Strekkbrudd : se NS3473 12.3.2.1 Forenklet metodeVcd = Vc0 = 471.4 okVsd = 400000*0.0025*0.9*0.6 = 540.0 okTrykkbrudd :Vccd = 0.3*20000*0.9*0.6 = 3240.0 ok5.4.3 Enakset strekk + bøyning + skjærInputEXAMP FN=EXAMP.<strong>SD</strong>X ID=EX32HEADL SHEAR CASE 3 : UNIAXIAL TENSION + BENDING + SHEARCMPNS ID=1 GR=B35 FCN=28000RMPNS ID=1 KS=500RETYP ID=1 MP=1 AR=0.010 OS=0.1RETYP ID=2 MP=1 AR=1.E-6 OS=0.1RELOC ID=X1 RT=1 FA=1 AL=0RELOC ID=Y1 RT=1 FA=1 AL=90RELOC ID=X2 RT=1 FA=2 AL=0RELOC ID=Y2 RT=1 FA=2 AL=90STLOC ID=1 AR=0.003DESEC TH=0.7 PA=EX1 FS=1 HS=1INPLC ID=1 N1=120 M1=1000 V1=1000DECAS LS=ULS ILC=1TABLE TAB=DREXECD DM=VOutput------------------------------------------------------------------Program <strong>SD</strong>, versjon 1.0.0 dato : 18.01.2008 kl. : 11:47SHEAR CASE 3 : uniaxial tension + bending + shear------------------------------------------------------------------Design Respons : TABLE TAB=DRSnitt : PART= EX1 FS= 1 HS= 1Dimensjoner : tykk t11 t12 t21 t220.700 0.000 0.000 0.000 0.000c:\sd\sdmanual.doc extkjf 30.09.08
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