+PROG TEMPLATE urs:6 HEAD geometria przekroju echo #define tg=20 #define bg=500 $ Wysokosć środnika #define hs=2450 $ Grubośćć środnika #define ts=14 $ Grubość półki dolnej #define td1=30 $ Szerokość półki dolnej #define bd=700 $____ POPRZECZNICE $$$$$PRZĘSŁOWA #define tpg=12 $ Grubość półki górnej #define bpg=300 $ Szerokość półki górnej #define hps=980 $ Wysokosć środnika #define tps=12 $ Grubośćć środnika #define tpd=12 $ Grubość półki dolnej #define bpd=300 $ Szerokość półki dolnej $$$PODPOROWA #define tppg=16 $ Grubość półki górnej #define bppg=500 $ Szerokość półki górnej #define hpps=2450 $ Wysokosć środnika #define tpps=14 $ Grubośćć środnika #define tppd=16 $ Grubość półki dolnej #define bppd=500 $ Szerokość półki dolnej #define odsp=1245 $ Odległość od dolnej cześci pasa górnego do górnej częsci pasa górnego poprzecznicy przęsłowej $$ Płyta betonowa #define cd=310 $ nad dźwigarem $ otulina #define ot=50 $ otulina end end +PROG AQUA urs:1 HEAD MATERIAŁY I PRZEKROJE ECHO FULL $Program wyrzuca wszystkie informacje CTRL SDIV 5 $ Sofistik kontroluje wielkości elementw skonczonych CTRL REST 0 $ Wyczyszczenie z pamięci wszystkich opcji NORM EN 199X-200X-BRIDGE CAT 'B' $Obliczenia wg Eurokodu UNIT 5 CONC NO 1 type C 35 gam 25.0 TYPR B TITL "=C 35/45 (EN 1992)" $SCM 1.4 $26.98 $SCM 1.3 $ Beton płyty pomostu 25 CONC NO 10 type C 35 gam 0.0 TYPR B TITL "=C 35/45 (EN 1992)" $26.98 $SCM 1.3 $ Beton płyty pomostu quady STEE 2 type S clas 355 GAM 78.5 TMAX 55 ES 210000 TITL "S 355 (EN 10025-4)" ALFA 1e-5 SSLA EPS SERV SIG 1 SSLA EPS ULTI SIG 1 TYPE EXT $materiał dla shear connection beton-stal STEE 20 type S clas 355 GAM 78.5 TMAX 40 ES 210000 TITL "S 355 (EN 10025-4)" ALFA 1e-5 STEE 3 type B '500B' TMAX 32 TITL "=B 500 B (EN 1992)" !*!Label Dzwigar 1 GR 21 SECT 101 MNO 2 BTYP BEAM fsym yes TITL 'COMPOSITE' SV IT 0.005 tvar 'td' val 30[mm] tvar 'tg' val 20[mm] tvar 'ts' val 14[mm] lay 1 '1' type min mrf 3 lay 2 '2' type min mrf 3 CS 10 TITL 'Steel' spt 'tops' y 0 z $(cd) mno 2 spt 'bops' y 0 z "=$(cd)+#tg+$(hs)+#td/2" mno 2 PLAT no yb zb ye ze T MNO=2 1 $(bg)/2 "=$(cd)+#tg/2" 0 "=$(cd)+#tg/2" "=#tg" 2 0 "=$(cd)+#tg/2" -$(bg)/2 "=$(cd)+#tg/2" "=#tg" 3 0 "=$(cd)+#tg/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#ts" 4 $(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#td" 5 0 "=$(cd)+#tg+$(hs)+#td/2" -$(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" "=#td" CS 30 TITL 'Concrete" spt 'botc' y 0 z $(cd) mno 1 spt 'topc' y 0 z 0 mno 1 weld 'shear' yb 0 zb 155 ye 0 ze "=$(cd)+#tg/2" t "=-#tg" mno 20 PLAT no yb zb ye ze T MNO=1 11 -1965 $(cd)/2 0 $(cd)/2 $(cd) 12 0 $(cd)/2 1650 $(cd)/2 $(cd) lrf 111 yb -1965 zb 50 ye 1650 ze $(ot) lay m1 tors acti d 20 a 100 dist even as 31.42 lrf 112 yb -1965 zb 250 ye 1650 ze $(cd)-$(ot) lay m2 tors acti d 20 a 100 dist even as 31.42 SECT 102 MNO 2 BTYP BEAM fsym yes TITL 'STEEL' SV IT 0.005 tvar 'td' val 30[mm] tvar 'tg' val 20[mm] tvar 'ts' val 14[mm] lay 1 '1' type min mrf 3 lay 2 '2' type min mrf 3 CS 10 TITL 'Stalowy' spt 'tops' y 0 z $(cd) mno 2 spt 'bops' y 0 z "=$(cd)+#tg+$(hs)+#td/2" mno 2 PLAT no yb zb ye ze T MNO=2 1 $(bg)/2 "=$(cd)+#tg/2" 0 "=$(cd)+#tg/2" "=#tg" 2 0 "=$(cd)+#tg/2" -$(bg)/2 "=$(cd)+#tg/2" "=#tg" 3 0 "=$(cd)+#tg/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#ts" 4 $(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#td" 5 0 "=$(cd)+#tg+$(hs)+#td/2" -$(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" "=#td" !*!Label Dzwigar 2 i 3 GR 22 i 23 SECT 201 MNO 2 BTYP BEAM fsym yes TITL 'COMPOSITE' SV IT 0.005 tvar 'td' val 30[mm] tvar 'tg' val 20[mm] tvar 'ts' val 14[mm] lay 1 '1' type min mrf 3 lay 2 '2' type min mrf 3 CS 10 TITL 'STEEL' spt 'tops' y 0 z $(cd) mno 2 spt 'bops' y 0 z "=$(cd)+#tg+$(hs)+#td/2" mno 2 PLAT no yb zb ye ze T MNO=2 1 $(bg)/2 "=$(cd)+#tg/2" 0 "=$(cd)+#tg/2" "=#tg" 2 0 "=$(cd)+#tg/2" -$(bg)/2 "=$(cd)+#tg/2" "=#tg" 3 0 "=$(cd)+#tg/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#ts" 4 $(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#td" 5 0 "=$(cd)+#tg+$(hs)+#td/2" -$(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" "=#td" CS 30 TITL 'CONCRETE' spt 'botc' y 0 z $(cd) mno 1 spt 'topc' y 0 z 0 mno 1 weld 'shear' yb 0 zb 155 ye 0 ze "=$(cd)+#tg/2" t "=-#tg" mno 20 PLAT no yb zb ye ze T MNO=1 11 -1650 $(cd)/2 0 $(cd)/2 $(cd) 12 0 $(cd)/2 1650 $(cd)/2 $(cd) lrf 111 yb -1650 zb 50 ye 1650 ze $(ot) lay m1 tors acti d 20 a 100 dist even as 31.42 lrf 112 yb -1650 zb 250 ye 1650 ze $(cd)-$(ot) lay m2 tors acti d 20 a 100 dist even as 31.42 SECT 202 MNO 2 BTYP BEAM fsym yes TITL 'STEEL' SV IT 0.005 tvar 'td' val 30[mm] tvar 'tg' val 20[mm] tvar 'ts' val 14[mm] lay 1 '1' type min mrf 3 lay 2 '2' type min mrf 3 CS 10 TITL 'Stalowy' spt 'tops' y 0 z $(cd) mno 2 spt 'bops' y 0 z "=$(cd)+#tg+$(hs)+#td/2" mno 2 PLAT no yb zb ye ze T MNO=2 1 $(bg)/2 "=$(cd)+#tg/2" 0 "=$(cd)+#tg/2" "=#tg" 2 0 "=$(cd)+#tg/2" -$(bg)/2 "=$(cd)+#tg/2" "=#tg" 3 0 "=$(cd)+#tg/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#ts" 4 $(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#td" 5 0 "=$(cd)+#tg+$(hs)+#td/2" -$(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" "=#td" !*!Label Dzwigar 4 GRP 24 SECT 401 MNO 2 BTYP BEAM fsym yes TITL 'PRZEKROJ STALOWY' SV IT 0.005 tvar 'td' val 30[mm] tvar 'tg' val 20[mm] tvar 'ts' val 14[mm] lay 1 '1' type min mrf 3 lay 2 '2' type min mrf 3 CS 10 TITL 'Stalowy' spt 'tops' y 0 z $(cd) mno 2 spt 'bops' y 0 z "=$(cd)+#tg+$(hs)+#td/2" mno 2 PLAT no yb zb ye ze T MNO=2 1 $(bg)/2 "=$(cd)+#tg/2" 0 "=$(cd)+#tg/2" "=#tg" 2 0 "=$(cd)+#tg/2" -$(bg)/2 "=$(cd)+#tg/2" "=#tg" 3 0 "=$(cd)+#tg/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#ts" 4 $(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#td" 5 0 "=$(cd)+#tg+$(hs)+#td/2" -$(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" "=#td" CS 30 TITL 'Płyta betonowa' spt 'botc' y 0 z $(cd) mno 1 spt 'topc' y 0 z 0 mno 1 weld 'shear' yb 0 zb 155 ye 0 ze "=$(cd)+#tg/2" t "=-#tg" mno 20 PLAT no yb zb ye ze T MNO=1 11 -1650 $(cd)/2 0 $(cd)/2 $(cd) 12 0 $(cd)/2 1965 $(cd)/2 $(cd) lrf 111 yb -1650 zb 50 ye 1965 ze $(ot) lay m1 tors acti d 20 a 100 dist even as 31.42 lrf 112 yb -1650 zb 250 ye 1965 ze $(cd)-$(ot) lay m2 tors acti d 20 a 100 dist even as 31.42 SECT 402 MNO 2 BTYP BEAM fsym yes TITL 'PRZEKROJ STALOWY' SV IT 0.005 tvar 'td' val 30[mm] tvar 'tg' val 20[mm] tvar 'ts' val 14[mm] lay 1 '1' type min mrf 3 lay 2 '2' type min mrf 3 CS 10 TITL 'Stalowy' spt 'tops' y 0 z $(cd) mno 2 spt 'bops' y 0 z "=$(cd)+#tg+$(hs)+#td/2" mno 2 $WYMIARUJESZ WEB I FLANGE W OSIACH, bo inaczej nie działa jako cały element PLAT no yb zb ye ze T MNO=2 1 $(bg)/2 "=$(cd)+#tg/2" 0 "=$(cd)+#tg/2" "=#tg" 2 0 "=$(cd)+#tg/2" -$(bg)/2 "=$(cd)+#tg/2" "=#tg" 3 0 "=$(cd)+#tg/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#ts" 4 $(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" 0 "=$(cd)+#tg+$(hs)+#td/2" "=#td" 5 0 "=$(cd)+#tg+$(hs)+#td/2" -$(bd)/2 "=$(cd)+#tg+$(hs)+#td/2" "=#td" !*!Label Poprzecznice SECT 11 MNO 2 TITL 'Poprz przęsłowa' PLAT no yb zb ye ze T MNO=2 1 $(bpg)/2 $(odsp)+$(tg)+$(cd)+$(tpg)/2 0 $(odsp)+$(tg)+$(cd)+$(tpg)/2 $(tpg) 2 0 $(odsp)+$(tg)+$(cd)+$(tpg)/2 -$(bpg)/2 $(odsp)+$(tg)+$(cd)+$(tpg)/2 $(tpg) $WYMIARUJESZ WEB I FLANGE W OSIACH, bo inaczej nie działa to jak cały element 3 0 $(odsp)+$(tg)+$(cd)+$(tpg)/2 0 $(odsp)+$(tg)+$(cd)+$(tpg)+$(hps)+$(tpd)/2 $(tps) 4 $(bpd)/2 $(odsp)+$(tg)+$(cd)+$(tpg)+$(hps)+$(tpd)/2 0 $(odsp)+$(tg)+$(cd)+$(tpg)+$(hps)+$(tpd)/2 $(tpd) 5 0 $(odsp)+$(tg)+$(cd)+$(tpg)+$(hps)+$(tpd)/2 -$(bpd)/2 $(odsp)+$(tg)+$(cd)+$(tpg)+$(hps)+$(tpd)/2 $(tpd) SECT 12 MNO 2 TITL 'Poprz podporowa' PLAT no yb zb ye ze T MNO=2 1 $(bppg)/2 $(cd)+$(tppg)/2 0 $(cd)+$(tppg)/2 $(tppg) 2 0 $(cd)+$(tppg)/2 -$(bppg)/2 $(cd)+$(tppg)/2 $(tppg) $WYMIARUJESZ WEB I FLANGE W OSIACH, bo inaczej nie działa to jak cały element 3 0 $(cd)+$(tppg)/2 0 $(cd)+$(tppg)+$(hpps)+$(tppd)/2 $(tpps) 4 $(bppd)/2 $(cd)+$(tppg)+$(hpps)+$(tppd)/2 0 $(cd)+$(tppg)+$(hpps)+$(tppd)/2 $(tppd) 5 0 $(cd)+$(tppg)+$(hpps)+$(tppd)/2 -$(bppd)/2 $(cd)+$(tppg)+$(hpps)+$(tppd)/2 $(tppd) END END +PROG SOFIMSHC URS:3 HEAD KONSTRUKCJA SYST SPAC gdiv 50000 CTRL mesh 2+64 $ Standard mixed mesh (quads preferred, triangles allowed locally) ---> haha: "Try quads, but allow triangles locally." ctrl hmin 0.5 OPT TOLG 0.05 $Definition os konstrukcji gax 'J' type axis titl "oś" $ Start of axis gaxa s 0.0 x 0.0 0.0 sx 1.0 0.0 $ Axis length and orientation gaxa l 44 r 0.0 ra 0.0 re 0.0 $ Tu definiuje zmienną grubośc płyty dolnej gaxv 'J' name 'td' s 0.0 v 30[mm] dv 0.0 type poly gaxv 'J' name 'td' s 7.4 v 40[mm] dv 0.0 type poly gaxv 'J' name 'td' s 12.4 v 50[mm] dv 0.0 type poly gaxv 'J' name 'td' s 16.4 v 55[mm] dv 0.0 type poly gaxv 'J' name 'td' s 27.6 v 50[mm] dv 0.0 type poly gaxv 'J' name 'td' s 31.6 v 40[mm] dv 0.0 type poly gaxv 'J' name 'td' s 36.6 v 30[mm] dv 0.0 type poly gaxv 'J' name 'td' s 44.0 v 30[mm] dv 0.0 type poly gaxv 'J' name 'tg' s 0.0 v 20[mm] dv 0.0 type poly gaxv 'J' name 'tg' s 16.9 v 25[mm] dv 0.0 type poly gaxv 'J' name 'tg' s 27.1 v 20[mm] dv 0.0 type poly gaxv 'J' name 'tg' s 44.0 v 20[mm] dv 0.0 type poly gaxv 'J' name 'ts' s 0.0 v 16[mm] dv 0.0 type poly gaxv 'J' name 'ts' s 4.50 v 14[mm] dv 0.0 type poly gaxv 'J' name 'tg' s 39.5 v 16[mm] dv 0.0 type poly gaxv 'J' name 'tg' s 44.0 v 16[mm] dv 0.0 type poly !*!Label GIRDERS $Definicja oś dzwigarów gaxs 'J' ids a y -4.95 z '' $Dźwigar 1 gaxs 'J' ids b y -1.65 z '' $Dźwigar 2 gaxs 'J' ids c y 1.65 z '' $Dźwigar 3 gaxs 'J' ids d y 4.95 z '' $Dźwigar 4 $ SUPPORTS gaxp 'J' ids 0 s 0.5 type 's' idp 'p1' gaxp 'J' ids 0 s 43.5 type 's' idp 'p2' !*!Label Nodes spt 1 x 0.0 -4.95 0.0 spt 2 x 0.0 -1.65 0.0 spt 3 x 0.0 1.65 0.0 spt 4 x 0.0 4.95 0.0 spt 5 x 0.0 -6.915 0.0 spt 6 x 0.0 6.915 0.0 spt 11 x 0.5 -4.95 0.0 sptp type ppmm ref 1001 grp 50 spt 12 x 0.5 -1.65 0.0 sptp type ppmm ref 1002 grp 50 spt 13 x 0.5 1.65 0.0 sptp type ppmm ref 1003 grp 50 spt 14 x 0.5 4.95 0.0 sptp type ppmm ref 1004 grp 50 spt 15 x 0.5 -6.915 0.0 spt 16 x 0.5 6.915 0.0 spt 21 x 4.0 -4.95 0.0 spt 22 x 4.0 -1.65 0.0 spt 23 x 4.0 1.65 0.0 spt 24 x 4.0 4.95 0.0 spt 25 x 4.0 -6.915 0.0 spt 26 x 4.0 6.915 0.0 spt 31 x 8.0 -4.95 0.0 spt 32 x 8.0 -1.65 0.0 spt 33 x 8.0 1.65 0.0 spt 34 x 8.0 4.95 0.0 spt 35 x 8.0 -6.915 0.0 spt 36 x 8.0 6.915 0.0 spt 41 x 12.0 -4.95 0.0 spt 42 x 12.0 -1.65 0.0 spt 43 x 12.0 1.65 0.0 spt 44 x 12.0 4.95 0.0 spt 45 x 12.0 -6.915 0.0 spt 46 x 12.0 6.915 0.0 spt 51 x 16.0 -4.95 0.0 spt 52 x 16.0 -1.65 0.0 spt 53 x 16.0 1.65 0.0 spt 54 x 16.0 4.95 0.0 spt 55 x 16.0 -6.915 0.0 spt 56 x 16.0 6.915 0.0 spt 61 x 20.0 -4.95 0.0 spt 62 x 20.0 -1.65 0.0 spt 63 x 20.0 1.65 0.0 spt 64 x 20.0 4.95 0.0 spt 65 x 20.0 -6.915 0.0 spt 66 x 20.0 6.915 0.0 spt 71 x 24.0 -4.95 0.0 spt 72 x 24.0 -1.65 0.0 spt 73 x 24.0 1.65 0.0 spt 74 x 24.0 4.95 0.0 spt 75 x 24.0 -6.915 0.0 spt 76 x 24.0 6.915 0.0 spt 81 x 28.0 -4.95 0.0 spt 82 x 28.0 -1.65 0.0 spt 83 x 28.0 1.65 0.0 spt 84 x 28.0 4.95 0.0 spt 85 x 28.0 -6.915 0.0 spt 86 x 28.0 6.915 0.0 spt 91 x 32.0 -4.95 0.0 spt 92 x 32.0 -1.65 0.0 spt 93 x 32.0 1.65 0.0 spt 94 x 32.0 4.95 0.0 spt 95 x 32.0 -6.915 0.0 spt 96 x 32.0 6.915 0.0 spt 101 x 36.0 -4.95 0.0 spt 102 x 36.0 -1.65 0.0 spt 103 x 36.0 1.65 0.0 spt 104 x 36.0 4.95 0.0 spt 105 x 36.0 -6.915 0.0 spt 106 x 36.0 6.915 0.0 spt 111 x 40.0 -4.95 0.0 spt 112 x 40.0 -1.65 0.0 spt 113 x 40.0 1.65 0.0 spt 114 x 40.0 4.95 0.0 spt 115 x 40.0 -6.915 0.0 spt 116 x 40.0 6.915 0.0 spt 121 x 43.5 -4.95 0.0 sptp type ppmm ref 1005 grp 50 spt 122 x 43.5 -1.65 0.0 sptp type ppmm ref 1006 grp 50 spt 123 x 43.5 1.65 0.0 sptp type ppmm ref 1007 grp 50 spt 124 x 43.5 4.95 0.0 sptp type ppmm ref 1008 grp 50 spt 125 x 43.5 -6.915 0.0 spt 126 x 43.5 6.915 0.0 spt 131 x 44.0 -4.95 0.0 spt 132 x 44.0 -1.65 0.0 spt 133 x 44.0 1.65 0.0 spt 134 x 44.0 4.95 0.0 spt 135 x 44.0 -6.915 0.0 spt 136 x 44.0 6.915 0.0 !*!Label BEAMS $ 1 sln 1 npa 1 311 ref 'J.a' grp 21 styp 'b' sno 102 $2 sln 2 npa 2 132 ref 'J.b' grp 22 styp 'b' sno 202 $3 sln 3 npa 3 133 ref 'J.c' grp 23 styp 'b' sno 202 $4 sln 4 npa 4 134 ref 'J.d' grp 24 styp 'b' sno 402 !*!Label CROSSBEAMS $ P1 and P2 sln 11 npa 11 npe 12 grp 31 styp 'b' sno 12 xflg 'pla' sln 12 npa 12 npe 13 grp 31 styp 'b' sno 12 xflg 'pla' sln 13 npa 13 npe 14 grp 31 styp 'b' sno 12 xflg 'pla' sln 14 npa 121 npe 122 grp 31 styp 'b' sno 12 xflg 'pla' sln 15 npa 122 npe 123 grp 31 styp 'b' sno 12 xflg 'pla' sln 16 npa 123 npe 124 grp 31 styp 'b' sno 12 xflg 'pla' $spans sln 21 npa 21 npe 22 grp 30 styp 'b' sno 11 xflg 'pla' sln 22 npa 22 npe 23 grp 30 styp 'b' sno 11 xflg 'pla' sln 23 npa 23 npe 24 grp 30 styp 'b' sno 11 xflg 'pla' sln 24 npa 31 npe 32 grp 30 styp 'b' sno 11 xflg 'pla' sln 25 npa 32 npe 33 grp 30 styp 'b' sno 11 xflg 'pla' sln 26 npa 33 npe 34 grp 30 styp 'b' sno 11 xflg 'pla' sln 27 npa 41 npe 42 grp 30 styp 'b' sno 11 xflg 'pla' sln 28 npa 42 npe 43 grp 30 styp 'b' sno 11 xflg 'pla' sln 29 npa 43 npe 44 grp 30 styp 'b' sno 11 xflg 'pla' sln 30 npa 51 npe 52 grp 30 styp 'b' sno 11 xflg 'pla' sln 31 npa 52 npe 53 grp 30 styp 'b' sno 11 xflg 'pla' sln 32 npa 53 npe 54 grp 30 styp 'b' sno 11 xflg 'pla' sln 33 npa 61 npe 62 grp 30 styp 'b' sno 11 xflg 'pla' sln 34 npa 62 npe 63 grp 30 styp 'b' sno 11 xflg 'pla' sln 35 npa 63 npe 64 grp 30 styp 'b' sno 11 xflg 'pla' sln 36 npa 71 npe 72 grp 30 styp 'b' sno 11 xflg 'pla' sln 37 npa 72 npe 73 grp 30 styp 'b' sno 11 xflg 'pla' sln 38 npa 73 npe 74 grp 30 styp 'b' sno 11 xflg 'pla' sln 39 npa 81 npe 82 grp 30 styp 'b' sno 11 xflg 'pla' sln 40 npa 82 npe 83 grp 30 styp 'b' sno 11 xflg 'pla' sln 41 npa 83 npe 84 grp 30 styp 'b' sno 11 xflg 'pla' sln 42 npa 91 npe 92 grp 30 styp 'b' sno 11 xflg 'pla' sln 43 npa 92 npe 93 grp 30 styp 'b' sno 11 xflg 'pla' sln 44 npa 93 npe 94 grp 30 styp 'b' sno 11 xflg 'pla' sln 45 npa 101 npe 102 grp 30 styp 'b' sno 11 xflg 'pla' sln 46 npa 102 npe 103 grp 30 styp 'b' sno 11 xflg 'pla' sln 47 npa 103 npe 104 grp 30 styp 'b' sno 11 xflg 'pla' sln 48 npa 111 npe 112 grp 30 styp 'b' sno 11 xflg 'pla' sln 49 npa 112 npe 113 grp 30 styp 'b' sno 11 xflg 'pla' sln 50 npa 113 npe 114 grp 30 styp 'b' sno 11 xflg 'pla' !*!Label QUADS sar 1 grp 1 mno 1 mrf 3 t $(cd) titl "area" qref belo $nra 7 sarb out slnp x -0.4 6.915 0.0 slnp x 0.0 6.915 0.0 slnp x 0.5 6.915 0.0 slnp x 4.0 6.915 0.0 slnp x 6.0 6.915 0.0 slnp x 8.0 6.915 0.0 slnp x 12.0 6.915 0.0 slnp x 16.0 6.915 0.0 slnp x 20.0 6.915 0.0 slnp x 24.0 6.915 0.0 slnp x 28.0 6.915 0.0 slnp x 32.0 6.915 0.0 slnp x 36.0 6.915 0.0 slnp x 38.0 6.915 0.0 slnp x 40.0 6.915 0.0 slnp x 43.5 6.915 0.0 slnp x 44.0 6.915 0.0 slnp x 44.4 6.915 0.0 sarb out slnp x 44.4 6.915 0.0 slnp x 44.4 4.95 0.0 sarb out slnp x 44.4 4.95 0.0 slnp x 44.0 4.95 0.0 slnp x 43.5 4.95 0.0 slnp x 40.0 4.95 0.0 slnp x 38.0 4.95 0.0 slnp x 36.0 4.95 0.0 slnp x 32.0 4.95 0.0 slnp x 28.0 4.95 0.0 slnp x 24.0 4.95 0.0 slnp x 20.0 4.95 0.0 slnp x 16.0 4.95 0.0 slnp x 12.0 4.95 0.0 slnp x 8.0 4.95 0.0 slnp x 6.0 4.95 0.0 slnp x 4.0 4.95 0.0 slnp x 0.5 4.95 0.0 slnp x 0.0 4.95 0.0 slnp x -0.4 4.95 0.0 sarb out slnp x -0.4 4.95 0.0 slnp x -0.4 6.915 0.0 sar 2 grp 1 mno 1 mrf 3 t $(cd) titl "area" qref belo $nra 7 sarb out slnp x -0.4 4.95 0.0 slnp x 0.0 4.95 0.0 slnp x 0.5 4.95 0.0 slnp x 4.0 4.95 0.0 slnp x 6.0 4.95 0.0 slnp x 8.0 4.95 0.0 slnp x 12.0 4.95 0.0 slnp x 16.0 4.95 0.0 slnp x 20.0 4.95 0.0 slnp x 24.0 4.95 0.0 slnp x 28.0 4.95 0.0 slnp x 32.0 4.95 0.0 slnp x 36.0 4.95 0.0 slnp x 38.0 4.95 0.0 slnp x 40.0 4.95 0.0 slnp x 43.5 4.95 0.0 slnp x 44.0 4.95 0.0 slnp x 44.4 4.95 0.0 sarb out slnp x 44.4 4.95 0.0 slnp x 44.4 1.65 0.0 sarb out slnp x 44.4 3.30 0.0 slnp x 44.0 3.30 0.0 slnp x 43.5 3.30 0.0 slnp x 40.0 3.30 0.0 slnp x 38.0 3.30 0.0 slnp x 36.0 3.30 0.0 slnp x 32.0 3.30 0.0 slnp x 28.0 3.30 0.0 slnp x 24.0 3.30 0.0 slnp x 20.0 3.30 0.0 slnp x 16.0 3.30 0.0 slnp x 12.0 3.30 0.0 slnp x 8.0 3.30 0.0 slnp x 6.0 3.30 0.0 slnp x 4.0 3.30 0.0 slnp x 0.5 3.30 0.0 slnp x 0.0 3.30 0.0 slnp x -0.4 3.30 0.0 sarb out slnp x -0.4 3.30 0.0 slnp x -0.4 4.95 0.0 $nad dźwigarem nr 3 sar 3 grp 1 mno 1 mrf 3 t $(cd) titl "area" qref belo $nra 7 sarb out slnp x -0.4 3.30 0.0 slnp x 0.0 3.30 0.0 slnp x 0.5 3.30 0.0 slnp x 4.0 3.30 0.0 slnp x 6.0 3.30 0.0 slnp x 8.0 3.30 0.0 slnp x 12.0 3.30 0.0 slnp x 16.0 3.30 0.0 slnp x 20.0 3.30 0.0 slnp x 24.0 3.30 0.0 slnp x 28.0 3.30 0.0 slnp x 32.0 3.30 0.0 slnp x 36.0 3.30 0.0 slnp x 38.0 3.30 0.0 slnp x 40.0 3.30 0.0 slnp x 43.5 3.30 0.0 slnp x 44.0 3.30 0.0 slnp x 44.4 3.30 0.0 sarb out slnp x 44.4 3.30 0.0 slnp x 44.4 0.00 0.0 sarb out slnp x 44.4 0.00 0.0 slnp x 44.0 0.00 0.0 slnp x 43.5 0.00 0.0 slnp x 40.0 0.00 0.0 slnp x 38.0 0.00 0.0 slnp x 36.0 0.00 0.0 slnp x 32.0 0.00 0.0 slnp x 28.0 0.00 0.0 slnp x 24.0 0.00 0.0 slnp x 20.0 0.00 0.0 slnp x 16.0 0.00 0.0 slnp x 12.0 0.00 0.0 slnp x 8.0 0.00 0.0 slnp x 6.0 0.00 0.0 slnp x 4.0 0.00 0.0 slnp x 0.5 0.00 0.0 slnp x 0.0 0.00 0.0 slnp x -0.4 0.00 0.0 sarb out slnp x -0.4 0.00 0.0 slnp x -0.4 3.30 0.0 $nad dźwigarem nr 2 sar 4 grp 1 mno 1 mrf 3 t $(cd) titl "area" qref belo $nra 7 sarb out slnp x -0.4 0.00 0.0 slnp x 0.0 0.00 0.0 slnp x 0.5 0.00 0.0 slnp x 4.0 0.00 0.0 slnp x 6.0 0.00 0.0 slnp x 8.0 0.00 0.0 slnp x 12.0 0.00 0.0 slnp x 16.0 0.00 0.0 slnp x 20.0 0.00 0.0 slnp x 24.0 0.00 0.0 slnp x 28.0 0.00 0.0 slnp x 32.0 0.00 0.0 slnp x 36.0 0.00 0.0 slnp x 38.0 0.00 0.0 slnp x 40.0 0.00 0.0 slnp x 43.5 0.00 0.0 slnp x 44.0 0.00 0.0 slnp x 44.4 0.00 0.0 sarb out slnp x 44.4 0.00 0.0 slnp x 44.4 -3.30 0.0 sarb out slnp x 44.4 -3.30 0.0 slnp x 44.0 -3.30 0.0 slnp x 43.5 -3.30 0.0 slnp x 40.0 -3.30 0.0 slnp x 38.0 -3.30 0.0 slnp x 36.0 -3.30 0.0 slnp x 32.0 -3.30 0.0 slnp x 28.0 -3.30 0.0 slnp x 24.0 -3.30 0.0 slnp x 20.0 -3.30 0.0 slnp x 16.0 -3.30 0.0 slnp x 12.0 -3.30 0.0 slnp x 8.0 -3.30 0.0 slnp x 6.0 -3.30 0.0 slnp x 4.0 -3.30 0.0 slnp x 0.5 -3.30 0.0 slnp x 0.0 -3.30 0.0 slnp x -0.4 -3.30 0.0 sarb out slnp x -0.4 -3.30 0.0 slnp x -0.4 0.00 0.0 $nad dźwigarem nr 1 sar 5 grp 1 mno 1 mrf 3 t $(cd) titl "area" qref belo $nra 7 sarb out slnp x -0.4 -3.30 0.0 slnp x 0.0 -3.30 0.0 slnp x 0.5 -3.30 0.0 slnp x 4.0 -3.30 0.0 slnp x 6.0 -3.30 0.0 slnp x 8.0 -3.30 0.0 slnp x 12.0 -3.30 0.0 slnp x 16.0 -3.30 0.0 slnp x 20.0 -3.30 0.0 slnp x 24.0 -3.30 0.0 slnp x 28.0 -3.30 0.0 slnp x 32.0 -3.30 0.0 slnp x 36.0 -3.30 0.0 slnp x 38.0 -3.30 0.0 slnp x 40.0 -3.30 0.0 slnp x 43.5 -3.30 0.0 slnp x 44.0 -3.30 0.0 slnp x 44.4 -3.30 0.0 sarb out slnp x 44.4 -3.30 0.0 slnp x 44.4 -6.915 0.0 sarb out slnp x 44.4 -6.915 0.0 slnp x 44.0 -6.915 0.0 slnp x 43.5 -6.915 0.0 slnp x 40.0 -6.915 0.0 slnp x 38.0 -6.915 0.0 slnp x 36.0 -6.915 0.0 slnp x 32.0 -6.915 0.0 slnp x 28.0 -6.915 0.0 slnp x 24.0 -6.915 0.0 slnp x 20.0 -6.915 0.0 slnp x 16.0 -6.915 0.0 slnp x 12.0 -6.915 0.0 slnp x 8.0 -6.915 0.0 slnp x 6.0 -6.915 0.0 slnp x 4.0 -6.915 0.0 slnp x 0.5 -6.915 0.0 slnp x 0.0 -6.915 0.0 slnp x -0.4 -6.915 0.0 sarb out slnp x -0.4 -6.915 0.0 slnp x -0.4 -3.30 0.0 !*!Label Support spt 1001 x 0.5 -4.95 2.9 fix pz spt 1002 x 0.5 -1.65 2.9 fix pzpy spt 1003 x 0.5 1.65 2.9 fix pz spt 1004 x 0.5 4.95 2.9 fix pz $ Oś 2 spt 1005 x 43.5 -4.95 2.9 fix pz 0 spt 1006 x 43.5 -1.65 2.9 fix pzpxpy spt 1007 x 43.5 1.65 2.9 fix pz spt 1008 x 43.5 4.95 2.9 fix pz end end +PROG AQUA urs:2 HEAD INTERPOLATE ALL SECTIONS ECHO SECT INTE ALL END !+!Chapter ODDZIAŁYWANIA +PROG SOFILOAD URS:16 HEAD Actions and loads $ actions bridge design $ All actions should be defined in a separate SOFILOAD run as shown here. UNIT 5 $ units: sections in mm, geometry+loads in m ECHO ACT Full $ Please check GAMU factors, especially for L_U and L_T (in germany GAMU 1.35) ACT G_1 GAMU 1.35 GAMF 1.0 SUP PERM PART G PSI0 1.0 PSI1 1.0 PSI2 1.0 TITL 'cw' ACT G_2 GAMU 1.35 GAMF 1.0 SUP PERM PART G PSI0 1.0 PSI1 1.0 PSI2 1.0 TITL 'wyposazenie' $ACT P GAMU 1.1 GAMF 0.9 SUP PERC PART P PSI0 1.0 PSI1 1.0 PSI2 1.0 TITL 'prestress' ACT C GAMU 1.0 GAMF 0.0 SUP PERC PART G PSI0 1.0 PSI1 1.0 PSI2 1.0 TITL 'C+S' $ACT ZC GAMU 1.0 GAMF 0.0 SUP PERM PART Q PSI0 1.0 PSI1 1.0 PSI2 1.0 TITL 'Life load creep part' ACT L_T GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.75 PSI1 0.75 PSI2 0.0 PS1S - TITL 'TS Tandemsystem' ACT L_U GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.4 PSI1 0.4 PSI2 0.0 PS1S - TITL 'UDL basic load' ACT L_1 GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.4 PSI1 0.4 PSI2 0.0 PS1S - TITL 'UDL overload span 1' ACT L_2 GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.4 PSI1 0.4 PSI2 0.0 PS1S - TITL 'UDL overload span 2' ACT L_3 GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.4 PSI1 0.4 PSI2 0.0 PS1S - TITL 'UDL overload span 3' ACT GR_T GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.75 PSI1 0.75 PSI2 0.0 PS1S - TITL 'TS Tandemsystem' $ACT GR_U GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.4 PSI1 0.4 PSI2 0.0 PS1S - TITL 'UDL overload span 3' $ACT ZQ GAMU 1.35 GAMF 0.0 SUP EXCL PART Q PSI0 0.4 PSI1 0.4 PSI2 0.0 PS1S - TITL 'Load of pavement' $ The GAMU and PSI factores are taken from the .ini file depending on the design code (-> check) $ You can also define them nanually here e.g. with: $ ACT L_T GAMU 1.35::1.50 0 SUP EXCL PSI0 0.75 PSI1 0.75 PSI2 0.2 PS1S - TITL 'TS Tandemsystem' $ ACT L_U GAMU 1.35::1.50 0 SUP COND PSI0 0.4 PSI1 0.4 PSI2 0.2 PS1S - TITL 'UDL basic load' $ Superposition with ELLA traffic loading see more\csm31_design_ella.dat $ here SUP COND=special case, since L_U is applied in MAXIMA/AQB without inter superposition! $ L_1 with multiple UDL over loads in transvers direction needs EXCL, because only one to be taken ACT SL GAMU 1.5 GAMF 0.0 SUP COND PART Q PSI0 0.4 PSI1 0.4 PSI2 0.2 PS1S - TITL 'loading during construction' $-------------------------------------------------------------------------- ACT FAT GAMU 1.5 GAMF 0.0 SUP EXCL PART Q PSI0 1 1 1 TITL 'Fatigue LM3' ACT SF GAMU 1.2 GAMF 0.0 SUP EXCL PART Q PSI0 1 1 1 TITL 'possible settlement ULS' ACT ZF GAMU 1.0 GAMF 0.0 SUP EXCL PART Q PSI0 1 1 1 TITL 'probable settlement SLS' $ Acc. DIN FB 101 - C.2.3 for settlements GAMA=1.00. ACT W GAMU 1.5 GAMF 0.0 SUP EXCL PART Q PSI0 0.6 PSI1 0.2 PSI2 0.0 PS1S - TITL 'wind transvers' ACT ZW GAMU 1.5 GAMF 0.0 SUP EXCL PART Q PSI0 0.6 PSI1 0.2 PSI2 0.0 PS1S - TITL 'wind on traffic' ACT T GAMU 1.5 GAMF 0.0 SUP EXCL PART Q PSI0 0.6 PSI1 0.6 PSI2 0.5 PS1S - TITL 'temperatur' $ In the verification of ultimate limit state is an accretion of temperature load for the $ usual continuous girder bridges according to DIN (German) FB 102 II-2.3.2.2(102)P is actually $ not necessary. It is normal to consult the general circulars to the German FB: thus the $ temperature is to be affixed in ultimate limit state, however with 60% stiffness. $ Hence to simplify, set the ULS-gama-u value by 1.35 to 0.81 (0.81 = 1.35*0.60). $ GAMU for T 1.35 (e.g. acc. DIN-FB-101 - 2009) ! $--------------------------------------------------------------------------------------------------------- ACT B GAMU 1.0 GAMF 1.0 SUP PERM PART G PSI0 1 1 1 TITL 'construction stage' $ $ The signs SUP PERM,COND,EXCL are necessary and set itself according to $ the definition of traffic load cases: $ SUP EXCL - only one out of available load cases $ SUP CONC - all of the available load cases, if acting unfavourable $ Meaning of PSI-Value: $ $ Fraction :(1.00*Q-Leit + PSI0*Qki)*GAMU-GAMF $ $ Rare : 1.00*Q-Leit + PSI0*Qki $ frequent: PSI1*Q-Leit + PSI2*Qki $ quasi : PSI2*Q-Leit + PSI2*Qki = PSI2*Q-all $ not : PSI1*Q-Leit + PSI1*Qki $ $ to : (ING-BAY-Buba-S.15) $ See MAXIMA - theoretical basics $ G if as generic term effects G the under effects $ G_1 and G_2 combined! alike L the L_U plus L_T combined! $ not but Z the ZF and ZS, as no underline follows! $------------------------------------------------------------------------------------------------ #DEFINE SOFILOAD RCL#LCC $RCL#Z #ENDDEF STO#LCC 10 END END !+!Chapter Decreator +PROG ASE urs:25 HEAD CW SYST SPAC lc 1 dlz 1 END +prog DECREATOR urs:9 echo splt yes DDEL NO ALL $DSLN 1 NCS 101 HDIV 1 fref SC $type comp $$DSLC ref strt $DGEO AXIS "J.a" x1 0.5 x2 43.5 $$DSEL SEC $$DSEL QSAR no 1 $$DSEL BEAM $dsel grp 21,1 $dslc ref mid typm sect $DSEL BOX YMIN -1.965 ZMIN -3 YMAX 1.65 ZMAX 0 DSLN 1 NCS 101 HDIV 1 fref SC $type comp DGEO AXIS "J.a" $Y1 -4.95 Y2 -4.95 DSEL SEC DSEL BEAM $DSEL QSAR dslc ref strt s 0.5 typm supp dslc ref strt s 21.5 typm sect dslc ref strt s 43.5 typm supp $dsel grp 1,21,22,23,24 $LC 1 end end !#!Chapter CSM +PROG CSM urs:7 HEAD Calculation of Construction Stages PAGE UNII 0 $CTRL OPT Beam VAL TBEA CTRL OPT GAMC VAL 1.0 CTRL OPT DL VAL AUTO $ automatycznie CW graw. CTRL OPT BEAM VAL DSLN $ wskazuje, że sprawdzenie będzie po design element CTRL OPT CREP VAL RCRE CTRL OPT RELZ VAL AUTO CTRL OPT CANT VAL 12 CTRL OPT CAST VAL 0 CTRL OPT STOR VAL 1 CTRL OPT PROB VAL LINE V2 80 CTRL OPT NMAT VAL NO CTRL OPT EMOD VAL AUTO CTRL OPT GPCS VAL 0 $CTRL OPT STOR VAL 1 $ Wyznaczenie przypadków 7000 do wyznaczenie naprezen CTRL AQB TEXT 'CTRL EIGE -64' $ take into account reinforcement for calculation of eigenstresses $CTRL CANT 2 #define Table_Grup CS 10 TYPE 'G_1' TITL 'Konstrukcja_stalowa' $ Etap tylko cieżar wlasny CS 20 TYPE 'G_1' TITL 'Deskowanie_mokra płyta' $ Etap ciężar mokrej płyty + deskowanie CS 30 TYPE 'G_1' TITL 'Odparowanie wody + zdjecie deskowania' $ CS 31 TYPE 'C_1' TITL 'PELZANIE 21dni' T 21 RH 70 TEMP 10 NCRE 2 $ Etap ciężar wlasny (stal+beton) po 14 dniach (7dni + 14dni) $CS 32 TYPE 'G_1' TITL 'Usunięcie podpr montażowych' $ CS 40 TYPE 'G_2' TITL 'WYPOSAŻENIE' $ Etap dodania wyposażenia CS 50 TYPE 'C_1' TITL 'PELZANIE 28dni' T 28 RH 70 TEMP 10 NCRE 1 $ Etap ciężar wlasny + wyposażenie $ Pełzanie pod 32 dniach CS 55 TYPE 'C_1' TITL 'C+S til Trafic open' T 100 RH 70 TEMP 10 NCRE 1 $ Etap ciężar wlasny + wyposażenie $ Pełzanie pod 32 dniach CS 60 TYPE 'C_2' TITL 'PELZANIE 3000dni' T 36500 RH 70 TEMP 10 NCRE 5 $ Etap ciężar wlasny + wyposażenie po 3000 dniach $ Table of Groups GRP NO 1 ICS1 30 T0 7 ICSD 30 PHIF=1.0 QUEA 0.01 QEMX 0.01 GRP NO 50 ICS1 10 T0 7 ICSD 10 PHIF=1.0 $ PODPARCIA ŁOŻYSK GRP NO 21 ICS1 10 T0 7 ICSD 10 PHIF=1.0 $ DZWIGAR 1 GRP NO 22 ICS1 10 T0 7 ICSD 10 PHIF=1.0 $ DZWIGAR 2 GRP NO 23 ICS1 10 T0 7 ICSD 10 PHIF=1.0 $ DZWIGAR 3 GRP NO 24 ICS1 10 T0 7 ICSD 10 PHIF=1.0 $ DZWIGAR 4 GRP NO 30 ICS1 10 T0 7 ICSD 10 PHIF=1.0 $ POPRZECZNICE PODPOROWE GRP NO 31 ICS1 10 T0 7 ICSD 10 PHIF=1.0 $ POPRZECZNICE POŚREDNIE #enddef #include Table_Grup END END +apply $(NAME)_csm.dat +PROG SOFILOAD urs:26 $ Traffic Loader HEAD POSITIONAL VARIANTS OF LOAD TRAINS PAGE UNII 0 LANE J TYPE EN WL -5.975 WR 4.625 YLA -6.915 YRA 6.915 ECHO LANE FULL $ Qlk=0.6*2*300+0.1*12*3*44.00=478 kN < 900 kN Qlk=478 kN $ LM 1 LC NO 1200 TYPE none TITL 'EN 1991-2 Load model LM1' TRAI LM1 P1 300 P2 300 P4 9.0*1.33 P5 2.5*1.2 P8 478 PFAC 1 WIDT 3 LC NO 1201 TYPE none TITL 'EN 1991-2 Load model LM1' TRAI LM1 P1 200 P2 200 P4 2.5*2.4 P5 2.5*1.2 P8 0 PFAC 1 WIDT 3 LC NO 1202 TYPE none TITL 'EN 1991-2 Load model LM1' TRAI LM1 P1 100 P2 100 P4 2.5*1.2 P5 2.5*1.2 P8 0 PFAC 1 WIDT 3 $ $ P1 = Class 300 200 100 $ $ P2 = Axle load[kN] 300 200 100 $ $ P3 = reserved[kN] 0 0 0 $ $ P4 = traffic lane[kN/m2] 9.0 2.5 2.5 $ $ P5 = Residual area[kN/m2] 2.5 2.5 2.5 loading on spare areas - obciązenie na pozostałym obszarze $ $ P8 = Brake loading[kN] * 0.0 0.0 $ $ $ $ *- Qk=1.2·P2+0.10·P4·WIDT·L $ MLC LC NO 1205 TYPE none TITL 'Stanag 2021' TRAI MLC P1 150 P2 3 P5 0 PFAC 1 WIDT 3.0 END END +PROG ELLA urs:35.1 $ Traffic Loader HEAD AUTOMATIC EVALUATION OF LOAD TRAINS PAGE UNII 0 SIZE URS 0 HDIV 3 $ 0.30 SHOW SNO "J" TYPE ALL NO 0 ETYP EXTR $ECHO LPOS $ SHOW ONLY THE CENTRAL ONE LSEL J INT 9 DZ 0.1 $RSEL GRP 21,22,23,24 CALC N LMAX 2 LMIN 1 CALC VY LMAX 4 LMIN 3 CALC VZ LMAX 6 LMIN 5 CALC MT LMAX 8 LMIN 7 CALC MY LMAX 10 LMIN 9 CALC MZ LMAX 12 LMIN 11 $$APPL FULL SAVE LCB 100 TYPE L_T TITL 'TS' CASE 1 GRP GR0 POSL "J.1" TRAI 1200 FACT 1.33 YEX 0 P 2.5*1.2 SYNC OFF POSL "J.2" TRAI 1201 FACT 2.4 YEX 0 P 2.5*1.2 SYNC OFF POSL "J.3" TRAI 1202 FACT 1.2 YEX 0 P 2.5*1.2 SYNC OFF SAVE LCB 200 TYPE L_U TITL 'UDL' CASE 1 GRP GRU POSL "J.1" TRAI 1200 FACT 1.33 YEX 0 P 2.5*1.2 SYNC OFF POSL "J.2" TRAI 1201 FACT 2.4 YEX 0 P 2.5*1.2 SYNC OFF POSL "J.3" TRAI 1202 FACT 1.2 YEX 0 P 2.5*1.2 SYNC OFF $SAVE LCB 300 TYPE L_T TITL 'TS' $CASE 1 GRP GR0 $ POSL J.10 TRAI 1200 FACT 1.33 YEX 0 P 2.5*1.2 SYNC OFF $ POSL J.11 TRAI 1201 FACT 2.4 YEX 0 P 2.5*1.2 SYNC OFF $ POSL J.12 TRAI 1202 FACT 1.2 YEX 0 P 2.5*1.2 SYNC OFF $SAVE LCB 400 TYPE L_U TITL 'UDL' $CASE 1 GRP GRU $ POSL J.10 TRAI 1200 FACT 1.33 YEX 0 P 2.5*1.2 SYNC OFF $ POSL J.11 TRAI 1201 FACT 2.4 YEX 0 P 2.5*1.2 SYNC OFF $ POSL J.12 TRAI 1202 FACT 1.2 YEX 0 P 2.5*1.2 SYNC OFF $CASE 5 GRP GR0 $ POSL J.10 TRAI 1205 FACT 1 YEX 0 P 0 SYNC OFF $CASE 6 GRP ALL $ POSL J.20 TRAI 1205 FACT 1 YEX 0 P 0 SYNC OFF END END +prog decreator urs:34.1 $ map traffic loader results on dsln and from CSM head map traffic loader results on dsln $ loadcases to map lc (101 112 1) lc (201 212 1) $lc (301 312 1) $lc (401 412 1) end !#!Chapter Superpozycja -prog maxima urs:10 $ combinations uls head combinations uls echo tabs yes echo dsln yes $echo fact yes !*! uls t_1 (traffic opening) $ define combination comb no 1 extr desi act g_1 act g_2 act c_1 $gamu 1.350 1 $ c+s gamu as g !!! act t act w act L_T act L_U $ define superposition targets and loadcases supp etyp type lc extr comb=1 titl='uls t_1' dsln my 3001 max dsln my 3002 min dsln vz 3003 max dsln vz 3004 min