+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 Y Z 1 0.0 0.0 0.0 2 -2.95 0.0 0.0 3 -4.45 0.0 0.0 4 -4.5126 0.0 0.0 5 -5.00 0.0 0.0 6 -9.30 0.0 0.0 7 2.95 0.0 0.0 8 4.45 0.0 0.0 9 4.5126 0.0 0.0 10 5.00 0.0 0.0 11 9.30 0.0 0.0 12 4.1998 0.0 3.575 13 -4.1998 0.0 3.575 KNOT (101 113 1) Y 40.0 NR1 (1 1) KNOT NR X Z Y FIX 14 4.1998 3.574 0.0 PP 15 -4.1998 3.574 0.0 PP 16 4.1998 3.574 40.0 YP 17 -4.1998 3.574 40.0 YP KNOT 14 FIX KF 12; KNOT 15 FIX KF 13 KNOT 16 FIX KF 112; KNOT 17 FIX KF 113 QUAD PROP MNR 1 MBW 2 LAGE UNTE QUAD MESH K1 1 2 102 101 T 0.39 M 15 N 200 QUAD MESH K1 2 3 103 102 T1 0.390 T2 0.715 T3 0.715 T4 0.39 M 8 N 200 QUAD MESH K1 3 4 104 103 T 0.715 M 1 N 200 QUAD MESH K1 4 5 105 104 T 0.715 M 3 N 200 QUAD MESH K1 5 6 106 105 T1 0.715 T2 0.325 T3 0.325 T4 0.715 M 22 N 200 QUAD MESH K1 11 10 110 111 T1 0.325 T2 0.715 T3 0.715 T4 0.325 M 22 N 200 QUAD MESH K1 10 9 109 110 T 0.715 M 3 N 200 QUAD MESH K1 9 8 108 109 T 0.715 M 1 N 200 QUAD MESH K1 8 7 107 108 T1 0.715 T2 0.39 T3 0.39 T4 0.715 M 8 N 200 QUAD MESH K1 7 1 101 107 T 0.39 M 15 N 200 QUAD MESH K1 9 12 112 109 T 0.52 M 18 N 200 LAGE UNTE QUAD MESH K1 4 13 113 104 T 0.52 M 18 N 200 LAGE OBEN QUAD MESH K1 12 13 113 112 T 0.52 M 42 N 200 LAGE UNTE Ende +prog SOFILOAD urs:3 LF NR 1 TYP G1 EGX 0.0 EGY 0.0 EGZ 1.0 LF NR 2 LINE REF AUTO TYP PZZ P1 -235 X1 4.725 Y1 0.0 Z1 0.0 P2 -235 X2 4.725 Y2 40.0 Z2 0.0 LINE REF AUTO TYP PZZ P1 -235 X1 -4.725 Y1 0.0 Z1 0.0 P2 -235 X2 -4.725 Y2 40.0 Z2 0.0 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 $$ P3 4.05 Y3 40.00 X3 9.27 Z3 0.0 P4 4.05 Y4 40.00 X4 -9.27 Z4 0.0 ENDE +Prog SOFILOAD urs:5 KOPF EINE SPUR LET#11 9.00*1.35 $Zusätzliche Verkehrslast auf Spur 1 (9.0*1.35+3.0*1.35 = 12.15+4.05 = 12.0*1.35) LET#12 20 $Mitte des Systems in Y-Richtung LET#13 6.80 $Mitte der Spur 1 in x-Richtung LET#14 100 LET#15 (150*1.35)/(0.40*0.40) $Radlast in Spur 1 (202.5 = 150*1.35) LET#16 19.40 $Y-Koordinate des ersten Radpaares LET#17 20.60 $Y-Koordinate des zweiten Radpaares LET#18 7.80 $X-Koordinate des ersten Radpaares (Spur 1) LET#19 5.80 $X-Koordinate des zweiten Radpaares (Spur 1) LOOP 69 LF #14 TYP Q4 LINE REF AUTO TYP PZZ P1 -235 X1 4.725 Y1 0.0 Z1 0.0 P2 -235 X2 4.725 Y2 40.0 Z2 0.0 LINE REF AUTO TYP PZZ P1 -235 X1 -4.725 Y1 0.0 Z1 0.0 P2 -235 X2 -4.725 Y2 40.0 Z2 0.0 AREA REF AUTO TYP PZZ P1 4.05 Y1 0.00 X1 -9.27 Z1 0.0 P2 4.05 Y2 0.00 X2 9.27 Z2 0.0 $$ P3 4.05 Y3 40.00 X3 9.27 Z3 0.0 P4 4.05 Y4 40.00 X4 -9.27 Z4 0.0 $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 $$ P3 #15 Y3 #17+0.20 X3 #19+0.20 Z3 0.0 P4 #15 Y4 #17-0.20 X4 #19+0.20 Z4 0.0 LET#13 #13-0.2 LET#14 #14+1 LET#18 #18-0.2 LET#19 #19-0.2 ENDLOOP ENDE -Prog SOFILOAD urs:6 KOPF ZWEI SPUREN LET#21 9.00*1.35 $Zusätzliche Verkehrslast auf Spur 1 (9.0*1.35+3.0*1.35 = 12.15+4.05 = 12.0*1.35) LET#22 3.00*1.35 $Zusätzliche Verkehrslast auf Spur 2 LET#23 20 $Mitte des Systems in Y-Richtung LET#24 6.77 $Mitte der Spuren in x-Richtung LET#241 3.77 $Mitte der Spuren in x-Richtung LET#25 100 LET#26 (150*1.35)/(0.40*0.40) $Radlast in Spur 1 (202.5 = 150*1.35) LET#27 (100*1.35)/(0.40*0.40) $Radlast in Spur 2 (135 = 100*1.35)100/(0.40*0.40) LET#28 19.40 $X-Koordinate des ersten Radpaares LET#29 20.60 $X-Koordinate des zweiten Radpaares LET#210 7.77 $X-Koordinate des ersten Radpaares (Spur 1) LET#211 5.77 $X-Koordinate des zweiten Radpaares (Spur 1) LET#212 4.77 $X-Koordinate des ersten Radpaares (Spur 2) LET#213 2.77 $X-Koordinate des zweiten Radpaares (Spur 2) LOOP 53 ACT GAMU 1.35 GAMF 0.00 LF #25 $Lastanteil aus zusätzlich über die gesamte Spur wirkender Verkehrsgleichlast +9kN/m^2*1.35 = 12.15kN/m^2 (SPUR 1) AREA REF AUTO TYP PZZ P1 #21 Y1 #23-20.00 X1 #24-1.5 Z1 0.0 P2 #21 Y2 #23+20.00 X2 #24-1.5 Z2 0.0 $$ P3 #21 Y3 #23+20.00 X3 #24+1.5 Z3 0.0 P4 #21 Y4 #23-20.00 X4 #24+1.5 Z4 0.0 $Lastanteil aus zusätzlich über die gesamte Spur wirkender Verkehrsgleichlast +3kN/m^2*1.35 = 4.05kN/m^2 (SPUR 2) AREA REF AUTO TYP PZZ P1 #22 Y1 #23-20.00 X1 #241-1.5 Z1 0.0 P2 #21 Y2 #23+20.00 X2 #241-1.5 Z2 0.0 $$ P3 #22 Y3 #23+20.00 X3 #241+1.5 Z3 0.0 P4 #21 Y4 #23-20.00 X4 #241+1.5 Z4 0.0 $Tandemlast auf Spur 1 AREA REF AUTO TYP PZZ P1 #26 Y1 #28-0.20 X1 #210-0.20 Z1 0.0 P2 #26 Y2 #28+0.20 X2 #210-0.20 Z2 0.0 $$ P3 #26 Y3 #28+0.20 X3 #210+0.20 Z3 0.0 P4 #26 Y4 #28-0.20 X4 #210+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #26 Y1 #29-0.20 X1 #210-0.20 Z1 0.0 P2 #26 Y2 #29+0.20 X2 #210-0.20 Z2 0.0 $$ P3 #26 Y3 #29+0.20 X3 #210+0.20 Z3 0.0 P4 #26 Y4 #29-0.20 X4 #210+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #26 Y1 #28-0.20 X1 #211-0.20 Z1 0.0 P2 #26 Y2 #28+0.20 X2 #211-0.20 Z2 0.0 $$ P3 #26 Y3 #28+0.20 X3 #211+0.20 Z3 0.0 P4 #26 Y4 #28-0.20 X4 #211+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #26 Y1 #29-0.20 X1 #211-0.20 Z1 0.0 P2 #26 Y2 #29+0.20 X2 #211-0.20 Z2 0.0 $$ P3 #26 Y3 #29+0.20 X3 #211+0.20 Z3 0.0 P4 #26 Y4 #29-0.20 X4 #211+0.20 Z4 0.0 $Tandemlast auf Spur 2 AREA REF AUTO TYP PZZ P1 #27 Y1 #28-0.20 X1 #212-0.20 Z1 0.0 P2 #27 Y2 #28+0.20 X2 #212-0.20 Z2 0.0 $$ P3 #27 Y3 #28+0.20 X3 #212+0.20 Z3 0.0 P4 #27 Y4 #28-0.20 X4 #212+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #27 Y1 #29-0.20 X1 #212-0.20 Z1 0.0 P2 #27 Y2 #29+0.20 X2 #212-0.20 Z2 0.0 $$ P3 #27 Y3 #29+0.20 X3 #212+0.20 Z3 0.0 P4 #27 Y4 #29-0.20 X4 #212+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #27 Y1 #28-0.20 X1 #213-0.20 Z1 0.0 P2 #27 Y2 #28+0.20 X2 #213-0.20 Z2 0.0 $$ P3 #27 Y3 #28+0.20 X3 #213+0.20 Z3 0.0 P4 #27 Y4 #28-0.20 X4 #213+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #27 Y1 #29-0.20 X1 #213-0.20 Z1 0.0 P2 #27 Y2 #29+0.20 X2 #213-0.20 Z2 0.0 $$ P3 #27 Y3 #29+0.20 X3 #213+0.20 Z3 0.0 P4 #27 Y4 #29-0.20 X4 #213+0.20 Z4 0.0 LET#24 #24-0.2 LET#241 #241-0.2 LET#25 #25+1 LET#210 #210-0.2 LET#211 #211-0.2 LET#212 #212-0.2 LET#213 #213-0.2 ENDLOOP ENDE -Prog SOFILOAD urs:7 KOPF DREI SPUREN LET#31 9.00*1.35 $Zusätzliche Verkehrslast auf Spur 1 (9.0*1.35+3.0*1.35 = 12.15+4.05 = 12.0*1.35) LET#32 3.00*1.35 $Zusätzliche Verkehrslast auf Spur 2 LET#33 20 $Mitte des Systems in Y-Richtung LET#34 6.77 $Mitte der Spuren in x-Richtung LET#341 3.77 $Mitte der Spuren in x-Richtung LET#35 100 LET#36 (150*1.35)/(0.40*0.40) $Radlast in Spur 1 (202.5 = 150*1.35) LET#37 (100*1.35)/(0.40*0.40) $Radlast in Spur 2 (135 = 100*1.35)100/(0.40*0.40) LET#371 (50*1.35)/(0.40*0.40) $Radlast in Spur 3 (67.5 = 50*1.35) LET#38 19.40 $Y-Koordinate des ersten Radpaares LET#39 20.60 $Y-Koordinate des zweiten Radpaares LET#310 7.77 $X-Koordinate des ersten Radpaares (Spur 1) LET#311 5.77 $X-Koordinate des zweiten Radpaares (Spur 1) LET#312 4.77 $X-Koordinate des ersten Radpaares (Spur 2) LET#313 2.77 $X-Koordinate des zweiten Radpaares (Spur 2) LET#314 1.77 $X-Koordinate des ersten Radpaares (Spur 3) LET#315 -0.23 $X-Koordinate des zweiten Radpaares (Spur 3) LOOP 38 ACT GAMU 1.35 GAMF 0.00 LF #35 $Lastanteil aus zusätzlich über die gesamte Spur wirkender Verkehrsgleichlast +9kN/m^2*1.35 = 12.15kN/m^2 (SPUR 1) AREA REF AUTO TYP PZZ P1 #31 Y1 #33-20.00 X1 #34-1.5 Z1 0.0 P2 #31 Y2 #33+20.00 X2 #34-1.5 Z2 0.0 $$ P3 #31 Y3 #33+20.00 X3 #34+1.5 Z3 0.0 P4 #31 Y4 #33-20.00 X4 #34+1.5 Z4 0.0 $Lastanteil aus zusätzlich über die gesamte Spur wirkender Verkehrsgleichlast +3kN/m^2*1.35 = 4.05kN/m^2 (SPUR 2) AREA REF AUTO TYP PZZ P1 #32 Y1 #33-20.00 X1 #341-1.5 Z1 0.0 P2 #31 Y2 #33+20.00 X2 #341-1.5 Z2 0.0 $$ P3 #32 Y3 #33+20.00 X3 #341+1.5 Z3 0.0 P4 #31 Y4 #33-20.00 X4 #341+1.5 Z4 0.0 $Tandemlast auf Spur 1 AREA REF AUTO TYP PZZ P1 #36 Y1 #38-0.20 X1 #310-0.20 Z1 0.0 P2 #36 Y2 #38+0.20 X2 #310-0.20 Z2 0.0 $$ P3 #36 Y3 #38+0.20 X3 #310+0.20 Z3 0.0 P4 #36 Y4 #38-0.20 X4 #310+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #36 Y1 #39-0.20 X1 #310-0.20 Z1 0.0 P2 #36 Y2 #39+0.20 X2 #310-0.20 Z2 0.0 $$ P3 #36 Y3 #39+0.20 X3 #310+0.20 Z3 0.0 P4 #36 Y4 #39-0.20 X4 #310+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #36 Y1 #38-0.20 X1 #311-0.20 Z1 0.0 P2 #36 Y2 #38+0.20 X2 #311-0.20 Z2 0.0 $$ P3 #36 Y3 #38+0.20 X3 #311+0.20 Z3 0.0 P4 #36 Y4 #38-0.20 X4 #311+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #36 Y1 #39-0.20 X1 #311-0.20 Z1 0.0 P2 #36 Y2 #39+0.20 X2 #311-0.20 Z2 0.0 $$ P3 #36 Y3 #39+0.20 X3 #311+0.20 Z3 0.0 P4 #36 Y4 #39-0.20 X4 #311+0.20 Z4 0.0 $Tandemlast auf Spur 2 AREA REF AUTO TYP PZZ P1 #37 Y1 #38-0.20 X1 #312-0.20 Z1 0.0 P2 #37 Y2 #38+0.20 X2 #312-0.20 Z2 0.0 $$ P3 #37 Y3 #38+0.20 X3 #312+0.20 Z3 0.0 P4 #37 Y4 #38-0.20 X4 #312+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #37 Y1 #39-0.20 X1 #312-0.20 Z1 0.0 P2 #37 Y2 #39+0.20 X2 #312-0.20 Z2 0.0 $$ P3 #37 Y3 #39+0.20 X3 #312+0.20 Z3 0.0 P4 #37 Y4 #39-0.20 X4 #312+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #37 Y1 #38-0.20 X1 #313-0.20 Z1 0.0 P2 #37 Y2 #38+0.20 X2 #313-0.20 Z2 0.0 $$ P3 #37 Y3 #38+0.20 X3 #313+0.20 Z3 0.0 P4 #37 Y4 #38-0.20 X4 #313+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #37 Y1 #39-0.20 X1 #313-0.20 Z1 0.0 P2 #37 Y2 #39+0.20 X2 #313-0.20 Z2 0.0 $$ P3 #37 Y3 #39+0.20 X3 #313+0.20 Z3 0.0 P4 #37 Y4 #39-0.20 X4 #313+0.20 Z4 0.0 $Tandemlast auf Spur 3 AREA REF AUTO TYP PZZ P1 #371 Y1 #38-0.20 X1 #314-0.20 Z1 0.0 P2 #371 Y2 #38+0.20 X2 #314-0.20 Z2 0.0 $$ P3 #371 Y3 #38+0.20 X3 #314+0.20 Z3 0.0 P4 #371 Y4 #38-0.20 X4 #314+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #371 Y1 #39-0.20 X1 #314-0.20 Z1 0.0 P2 #371 Y2 #39+0.20 X2 #314-0.20 Z2 0.0 $$ P3 #371 Y3 #39+0.20 X3 #314+0.20 Z3 0.0 P4 #371 Y4 #39-0.20 X4 #314+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #371 Y1 #38-0.20 X1 #315-0.20 Z1 0.0 P2 #371 Y2 #38+0.20 X2 #315-0.20 Z2 0.0 $$ P3 #371 Y3 #38+0.20 X3 #315+0.20 Z3 0.0 P4 #371 Y4 #38-0.20 X4 #315+0.20 Z4 0.0 AREA REF AUTO TYP PZZ P1 #371 Y1 #39-0.20 X1 #315-0.20 Z1 0.0 P2 #371 Y2 #39+0.20 X2 #315-0.20 Z2 0.0 $$ P3 #371 Y3 #39+0.20 X3 #315+0.20 Z3 0.0 P4 #371 Y4 #39-0.20 X4 #315+0.20 Z4 0.0 LET#34 #34-0.2 LET#341 #341-0.2 LET#35 #35+1 LET#310 #310-0.2 LET#311 #311-0.2 LET#312 #312-0.2 LET#313 #313-0.2 LET#314 #314-0.2 LET#315 #315-0.2 ENDLOOP ENDE +Prog ASE urs:4 LF ALLE ENDE