+Prog Aqua urs:1 Kopf Definition Grundlagen Norm DIN EN1992-2004 UNIT 0 Beto NR 1 ART C FCN 35 Stah NR 2 ART B GUET 500 Ende +PROG SOFIMSHA urs:2 KOPF SYSTEMDEFINITION SYST 3D KNOT NR X Z Y 1 0.0 0.195 0.0 2 2.95 0.195 0.0 3 4.725 0.37 0.0 4 9.27 0.1625 0.0 5 4.384 3.8350 0.0 6 0.0 3.8350 0.0 7 -2.95 0.195 0.0 8 -4.725 0.37 0.0 9 -9.27 0.1625 0.0 10 -4.384 3.8350 0.0 KNOT (101 110 1) Y 40.0 NR1 (1 1) KNOT NR X Z Y FIX 12 4.384 3.8349 0.0 PP 13 -4.384 3.8349 0.0 XP 14 4.384 3.8349 40.0 PP 15 -4.384 3.8349 40.0 XP $KNOTEN KOPPLUNG KNOT 12 FIX KF 5; KNOT 13 FIX KF 10 KNOT 14 FIX KF 105; KNOT 15 FIX KF 110 $GENERIERUNG QUAD ELEMENTE QUAD PROP MNR 1 MBW 2 QUAD MESH K1 1 2 102 101 T1 0.39 T2 0.39 T3 0.39 T4 0.39 M 15 N 200 QUAD MESH K1 2 3 103 102 T1 0.39 T2 0.7386 T3 0.7386 T4 0.39 M 9 N 200 QUAD MESH K1 3 4 104 103 T1 0.7386 T2 0.325 T3 0.325 T4 0.7386 M 23 N 200 QUAD MESH K1 3 5 105 103 T 0.52 M 18 N 200 QUAD MESH K1 6 5 105 106 T 0.52 M 22 N 200 QUAD MESH K1 7 1 101 107 T1 0.39 T2 0.39 T3 0.39 T4 0.39 M 15 N 200 QUAD MESH K1 8 7 107 108 T1 0.7386 T2 0.39 T3 0.39 T4 0.7386 M 9 N 200 QUAD MESH K1 9 8 108 109 T1 0.325 T2 0.7386 T3 0.7386 T4 0.325 M 23 N 200 QUAD MESH k1 8 10 110 108 T 0.52 M 18 N 200 QUAD MESH K1 10 6 106 110 T 0.52 M 22 N 200 ENDE +prog SOFILOAD urs:3 ACT G BEZ 'Eigengewicht' LF NR 1 EGX 0.0 EGY 0.0 EGZ 1.0 ACT PV BEZ 'Linienlast' GAMU 1.0 GAMF 0.0 LF NR 2 LINE REF AUTO TYP PZZ P1 -235 X1 4.71 Y1 0.0 Z1 0.3693 P2 -235 X2 4.71 Y2 40.0 Z2 0.3693 LINE REF AUTO TYP PZZ P1 -235 X1 -4.71 Y1 0.0 Z1 0.3693 P2 -235 X2 -4.71 Y2 40.0 Z2 0.3693 ACT Q BEZ 'Gleichlast auf gesamtes System' LF NR 3 AREA REF Auto TYP PZZ P1 4.05 Y1 0.00 X1 -9.27 Z1 0.0 P2 4.05 Y2 0.00 X2 9.27 Z2 0.0 $$ P3 4.05 Y3 40.00 X3 9.27 Z3 0.0 P4 4.05 Y4 40.00 X4 -9.27 Z4 0.0 ENDE -Prog SOFILOAD urs:5 KOPF EINE SPUR LET#11 9.00*1.35 $Zusätzliche Verkehrslast auf Spur 1 (9.0*1.35+3.0*1.35 = 12.15+4.05 = 12.0*1.35) LET#12 20 $Mitte des Systems in Y-Richtung LET#13 6.77 $Mitte der Spur 1 in x-Richtung LET#14 100 LET#15 (150*1.35)/(0.40*0.40) $Radlast in Spur 1 (202.5 = 150*1.35) LET#16 19.40 $Y-Koordinate des ersten Radpaares LET#17 20.60 $Y-Koordinate des zweiten Radpaares LET#18 7.77 $X-Koordinate des ersten Radpaares (Spur 1) LET#19 5.77 $X-Koordinate des zweiten Radpaares (Spur 1) LOOP 68 ACT GAMU 1.35 GAMF 0.00 LF #14 $Lastanteil aus zusätzlich über die gesamte Spur wirkender Verkehrsgleichlast +9kN/m^2*1.35 = 12.15kN/m^2 (SPUR 1) AREA REF AUTO TYP PZZ P1 #11 Y1 #12-20.00 X1 #13-1.5 Z1 0.0 P2 #11 Y2 #12+20.00 X2 #13-1.5 Z2 0.0 $$ P3 #11 Y3 #12+20.00 X3 #13+1.5 Z3 0.0 P4 #11 Y4 #12-20.00 X4 #13+1.5 Z4 0.0 $Tandemlast auf Spur 1 AREA REF AUTO TYP PZZ P1 #15 Y1 #16-0.20 X1 #18-0.20 Z1 0.0 P2 #15 Y2 #16+0.20 X2 #18-0.20 Z2 0.0 $$ P3 #15 Y3 #16+0.20 X3 #18+0.20 Z3 0.0 P4 #15 Y4 #16-0.20 X4 #18+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #15 Y1 #17-0.20 X1 #18-0.20 Z1 0.0 P2 #15 Y2 #17+0.20 X2 #18-0.20 Z2 0.0 $$ P3 #15 Y3 #17+0.20 X3 #18+0.20 Z3 0.0 P4 #15 Y4 #17-0.20 X4 #18+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #15 Y1 #16-0.20 X1 #19-0.20 Z1 0.0 P2 #15 Y2 #16+0.20 X2 #19-0.20 Z2 0.0 $$ P3 #15 Y3 #16+0.20 X3 #19+0.20 Z3 0.0 P4 #15 Y4 #16-0.20 X4 #19+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #15 Y1 #17-0.20 X1 #19-0.20 Z1 0.0 P2 #15 Y2 #17+0.20 X2 #19-0.20 Z2 0.0 $$ P3 #15 Y3 #17+0.20 X3 #19+0.20 Z3 0.0 P4 #15 Y4 #17-0.20 X4 #19+0.20 Z4 0.0 LET#13 #13-0.2 LET#14 #14+1 LET#18 #18-0.2 LET#19 #19-0.2 ENDLOOP ENDE -Prog ASE urs:4 LF ALLE ENDE