$TEMA: SPREGNUTI MOST $ NADVOZNJAK PREKO AUTOCESTE +PROG AQUA M19000000 urs:1 HEAD POPRECNI PRESJECI ECHO FULL EXTR CTRL STYP $control of computation;method of shear in solid section NORM EC 4 STEE 1 S 355 $celicni nosac-glavni i poprecni STEE 2 S 355 $WELD CONC 12 TYPE C 40 gam=0 $betonska ploca u cs CONC 13 TYPE C 40 $BETON ZA PLOCU - KAO POPRECNI NOSACI STEE 4 S 500 $armatura betonske ploce LET#DGP 20 $ ----- ----- LET#SGP 400 $ \ / LET#RGP 800 $RAZMAK OSI GORNJEG POJASA \ / LET#SGP2 200 $ \ / LET#TGP 20 $ \- - - - / LET#RDP 550 $RAZMAK OSI DONJEG POJASA LET#VS 1450 $VISINA SANDUKA $LET#TH 12 $DEBLJINA HRPTA $LET#TDP 40 $DEBLJINA DONJEG POJASA LET#SBP 2.25 $SIRINA BETONSKOG POJASA LET#TBP 0.25 $DEBLJINA BETONSKOG POJASA LET#SBP1 1.25 LET#SBP2 0.2 LET#SBP3 0.6 #define popr_pr CS 1 PLAT NO YB ZB YE ZE T MNO 101 #RGP-#SGP2 0 #RGP 0 #TGP 1 $GORNJI POJAS (LIJEVO) 102 #RGP 0 #RGP+#SGP2 0 #TGP 1 $GORNJI POJAS (LIJEVO) 103 #RGP 0 #RDP #VS #TH 1 $LIJEVI HRBAT 104 #RDP #VS #RDP+50 #VS #TDP 1 $DONJI POJAS 105 #RDP #VS -#RDP #VS #TDP 1 $DONJI POJAS 106 -#RDP #VS -#RDP-50 #VS #TDP 1 $DONJI POJAS 107 -#RDP #VS -#RGP 0 #TH 1 $DESNI HRBAT 108 -#RGP+#SGP2 0 -#RGP 0 #TGP 1 $GORNJI POJAS 109 -#RGP 0 -#RGP-#SGP2 0 #TGP 1 $GORNJI POJAS CS 2 PANE NO YB ZB YE ZE T MNO 201 #SBP (-#TGP/(1000*2))-#TBP/2 #SBP-#SBP1 (-#TGP/(1000*2))-#TBP/2 #TBP 13 206 -#SBP+#SBP1 (-#TGP/(1000*2))-#TBP/2 -#SBP (-#TGP/(1000*2))-#TBP/2 #TBP 13 202 #SBP-#SBP1 (-#TGP/(1000*2))-#TBP/2 #SBP3+#SBP2 (-#TGP/(1000*2))-#TBP/2 #TBP 13 203 #SBP3+#SBP2 (-#TGP/(1000*2))-#TBP/2 #SBP3 (-#TGP/(1000*2))-#TBP/2 #TBP 13 205 -#SBP3 (-#TGP/(1000*2))-#TBP/2 -#SBP3-#SBP2 (-#TGP/(1000*2))-#TBP/2 #TBP 13 205 -#SBP3-#SBP2 (-#TGP/(1000*2))-#TBP/2 -#SBP+#SBP1 (-#TGP/(1000*2))-#TBP/2 #TBP 13 204 #SBP3 (-#TGP/(1000*2))-#TBP/2 -#SBP3 (-#TGP/(1000*2))-#TBP/2 #TBP 13 WELD NO YB ZB YE ZE T MNO 301 #RGP (-#TGP/2)-#TBP*1000/2 #RGP 0 20 2 302 #RGP+#SGP2 (-#TGP/2)-#TBP*1000/2 #RGP+#SGP2 0 20 2 303 #RGP-#SGP2 (-#TGP/2)-#TBP*1000/2 #RGP-#SGP2 0 20 2 304 -#RGP (-#TGP/2)-#TBP*1000/2 -#RGP 0 20 2 305 -#RGP+#SGP2 (-#TGP/2)-#TBP*1000/2 -#RGP+#SGP2 0 20 2 306 -#RGP-#SGP2 (-#TGP/2)-#TBP*1000/2 -#RGP-#SGP2 0 20 2 LRF NO YB ZB YE ZE LAY MRF TORS AS ASMA 1 #SBP-0.05 -#TBP-(#DGP/2000)+0.05 -#SBP+0.05 -#TBP-(#DGP/2000)+0.05 M1 4 ACTI 75 200 2 #SBP-0.05 -#TBP-(#DGP/2000)+0.2 -#SBP+0.05 -#TBP-(#DGP/2000)+0.2 M1 4 ACTI 75 200 #enddef LET#s 1 LOOP 3 SECT #s TITL "GLAVNI CELICNI NOSAC DO LEZAJA" IF (#s==1); LET#TH 14 ; LET#TDP 20; ENDIF IF (#s==2); LET#TH 14 ; LET#TDP 30; ENDIF IF (#s==3); LET#TH 12 ; LET#TDP 40; ENDIF #INCLUDE popr_pr LET#s #s+1 ENDLOOP SECT 4 TITL "POPRECNI NOSAC NA LEZAJU" PLAT NO YB ZB YE ZE T MNO 101 -200 0 0 0 20 1 102 0 0 200 0 20 1 103 0 0 0 1450 12 1 104 -200 1450 0 1450 20 1 105 0 1450 200 1450 20 1 SECT 5 MNO 12 TITL "POPRECNI BETONSKI NOSACI" POLY O VERT 101 2.50 0.00 102 2.50 0.25 103 -2.5 0.25 104 -2.5 0.00 CUT ZB S lrf no yb zb ye ze as asma lay mrf tors 201 2.45 0.05 -2.45 0.05 94 250 m2 4 acti 202 2.45 0.2 -2.45 0.2 94 250 m2 4 acti SREC 6 H 1 B 1 SO 5 SU 5 MNO 13 MRF 4 $POMOCNI STUPOVI END +PROG AQUP urs:3 HEAD GRAFICKI PRIKAZ PRESJEKA SIZE -4 SC 35 SPLI 2X1 AXIS POSZ SECT 1 PICT,TEXT SECT 2 PICT,TEXT SECT 3 PICT,TEXT SECT 4 PICT,TEXT SECT 5 PICT,TEXT END +PROG GENF m19000000 urs:235 HEAD MODEL NADVOZNJAKA ECHO OPT FULL VAL YES SYST TYPE SPAC OPTI NO $cvorovi desnog glavnog nosaca NODE 1 -0.7 2.05 0 2 0.0 2.05 0 PPYM 3 4.0 2.05 0 4 5.0 2.05 0 5 10.0 2.05 0 6 15.0 2.05 0 7 20.0 2.05 0 8 25.0 2.05 0 9 30.0 2.05 0 10 35.0 2.05 0 11 36.0 2.05 0 12 40.0 2.05 0 XPYM 13 40.7 2.05 0 14 20.0 2.05 2 PP $cvorovi lijevog glavnog nosaca NODE 21 -0.7 -2.05 0 22 0.0 -2.05 0 PPYM 23 4.0 -2.05 0 24 5.0 -2.05 0 25 10.0 -2.05 0 26 15.0 -2.05 0 27 20.0 -2.05 0 28 25.0 -2.05 0 29 30.0 -2.05 0 30 35.0 -2.05 0 31 36.0 -2.05 0 32 40.0 -2.05 0 XPYM 33 40.7 -2.05 0 34 20.0 -2.05 2 PP $cvorovi poprecnih nosaca NODE 50 0 2.05 0.553 51 0 -2.05 0.553 60 40 2.05 0.553 61 40 -2.05 0.553 $cvorovi betonskih poprecnih nosaca VANJSKI NODE 100 0 4.10 -0.432 NODE 108 40 4.10 -0.432 NODE 600 0 -4.10 -0.432 NODE 608 40 -4.10 -0.432 MESH 100 108 600 608 M 8 N 1 $cvorovi betonskih poprecnih nosaca VANJSKI NAD NOSACEM NODE 200 0 2.85 -0.432 NODE 208 40 2.85 -0.432 NODE 500 0 -2.85 -0.432 NODE 508 40 -2.85 -0.432 MESH 200 208 500 508 M 8 N 1 $cvorovi betonskih poprecnih nosaca VANJSKI NAD NOSACEM NODE 300 0 1.25 -0.432 NODE 308 40 1.25 -0.432 NODE 400 0 -1.25 -0.432 NODE 408 40 -1.25 -0.432 MESH 300 308 400 408 M 8 N 1 $fiksiranje cvorova poprecnih nosaca na glavni nosac NODE 50 FIX KF NREF 2 NODE 51 FIX KF NREF 22 NODE 60 FIX KF NREF 12 NODE 61 FIX KF NREF 32 $fiksiranje cvorova betonskog poprecnog presjeka na glavni nosac NODE 200 FIX KF NREF 2 NODE 201 FIX KF NREF 4 NODE 202 FIX KF NREF 5 NODE 203 FIX KF NREF 6 NODE 204 FIX KF NREF 7 NODE 205 FIX KF NREF 8 NODE 206 FIX KF NREF 9 NODE 207 FIX KF NREF 10 NODE 208 FIX KF NREF 12 NODE 300 FIX KF NREF 2 NODE 301 FIX KF NREF 4 NODE 302 FIX KF NREF 5 NODE 303 FIX KF NREF 6 NODE 304 FIX KF NREF 7 NODE 305 FIX KF NREF 8 NODE 306 FIX KF NREF 9 NODE 307 FIX KF NREF 10 NODE 308 FIX KF NREF 12 NODE 400 FIX KF NREF 22 NODE 401 FIX KF NREF 24 NODE 402 FIX KF NREF 25 NODE 403 FIX KF NREF 26 NODE 404 FIX KF NREF 27 NODE 405 FIX KF NREF 28 NODE 406 FIX KF NREF 29 NODE 407 FIX KF NREF 30 NODE 408 FIX KF NREF 32 NODE 500 FIX KF NREF 22 NODE 501 FIX KF NREF 24 NODE 502 FIX KF NREF 25 NODE 503 FIX KF NREF 26 NODE 504 FIX KF NREF 27 NODE 505 FIX KF NREF 28 NODE 506 FIX KF NREF 29 NODE 507 FIX KF NREF 30 NODE 508 FIX KF NREF 32 $desni glavni nosac BEAM NO NA NE NCS DIV 1 1 2 1 1 2 2 3 1 5 3 3 4 2 5 4 4 5 2 5 5 5 6 3 5 6 6 7 3 5 7 7 8 3 5 8 8 9 3 5 9 9 10 2 5 10 10 11 2 5 11 11 12 1 5 12 12 13 1 1 $lijevi glavni nosac BEAM NO NA NE NCS DIV 1001 21 22 1 1 1002 22 23 1 5 1003 23 24 2 5 1004 24 25 2 5 1005 25 26 3 5 1006 26 27 3 5 1007 27 28 3 5 1008 28 29 3 5 1009 29 30 2 5 1010 30 31 2 5 1011 31 32 1 5 1012 32 33 1 1 $POMOCNI STUPOVI BEAM NO NA NE NCS AHIN EHIN $ N2 CP=10^10 5001 7 14 6 MYMZ MYMZ 5002 27 34 6 MYMZ MYMZ $poprecni nosaci BEAM NO NA NE NCS DIV 2001 50 51 4 3 2002 60 61 4 3 $porecni betonski nosaci BEAM NO NA NE NCS 3000 100 200 5 3001 200 300 5 3002 300 400 5 3003 400 500 5 3004 500 600 5 3010 101 201 5 3011 201 301 5 3012 301 401 5 3013 401 501 5 3014 501 601 5 3020 102 202 5 3021 202 302 5 3022 302 402 5 3023 402 502 5 3024 502 602 5 3030 103 203 5 3031 203 303 5 3032 303 403 5 3033 403 503 5 3034 503 603 5 3040 104 204 5 3041 204 304 5 3042 304 404 5 3043 404 504 5 3044 504 604 5 3050 105 205 5 3051 205 305 5 3052 305 405 5 3053 405 505 5 3054 505 605 5 3060 106 206 5 3061 206 306 5 3062 306 406 5 3063 406 506 5 3064 506 606 5 3070 107 207 5 3071 207 307 5 3072 307 407 5 3073 407 507 5 3074 507 607 5 3080 108 208 5 3081 208 308 5 3082 308 408 5 3083 408 508 5 3084 508 608 5 END +PROG GRAF urs:236 VIEW STAN 1 1 1 POSZ SIZE HP4 STRU 1 1 STRU sno END +PROG SOFILOAD urs:929 HEAD DEFINICIJE DJELOVANJA $ACT G GAMU 1.35 GAMF 1.00 PSI0 1.00 PSI1 1.00 PSI2 1.00 TITL 'STALNO' $!!!!!!!!!!!!!!!!!! ACT G_1 GAMU 1.35 GAMF 1.00 PSI0 1.00 PSI1 1.00 PSI2 1.00 TITL 'STUPOVI' $!!!!!!!!!!!!!!!!!! ACT G_2 GAMU 1.35 GAMF 1.00 PSI0 1.00 PSI1 1.00 PSI2 1.00 ACT G_3 GAMU 1.35 GAMF 1.00 PSI0 1.00 PSI1 1.00 PSI2 1.00 $ACT P GAMU 1.00 GAMF 1.00 PSI0 1.00 PSI1 1.00 PSI2 1.00 TITL 'PREDNAPINJANJE' $!!!!!!!!!!!!!!!!!! $ Prestress subsequent composite: DIN FB 102 II 2.5.4.2 (4) $ In GZT: 1.00 ! DIN FB 102 II 2.5.4.2 (6) $ (ING-BAY-Zilch-S.21) $ACT ZS GAMU 1.00 1 SUP PERM PSI0 1.00 PSI1 1.00 PSI2 1.00 TITL 'Stat.indeterminate Prestressing' $ At the moment still ZS, as ZP not yet possible (AQB) ACT C GAMU 1.00 0 SUP PERM PSI0 1.00 PSI1 1.00 PSI2 1.00 TITL 'S&P' $!!!!!!!!!!!!!!!!!! ACT L_T GAMU 1.50 0 SUP EXCL PSI0 0.75 PSI1 0.75 PSI2 0.20 PS1S 0.80 TITL 'PROMET VOZILA' $!!!!!!!!!!!!!!!!!! ACT L_U GAMU 1.50 0 SUP COND PSI0 0.40 PSI1 0.40 PSI2 0.20 PS1S 0.80 TITL 'PROMET KONTINUIRANO' $!!!!!!!!!!!!!!!!!! $ACT L_T GAMU 1 0 SUP EXCL PSI0 1 1 1 1 TITL 'PROMET VOZILA' $!!!!!!!!!!!!!!!!!! $ACT L_U GAMU 1 0 SUP COND PSI0 1 1 1 1 TITL 'PROMET KONTINUIRANO' $!!!!!!!!!!!!!!!!!! ACT L_1 GAMU 1.50 0 SUP excl PSI0 0.40 PSI1 0.40 PSI2 0.20 PS1S 0.80 TITL 'Kocna sila' $ Here SUP COND=Special case, as L_U is used in AQB without intermediate SUPPrposition! $ compare Dreifeld_fachb.dat - there the intermediate SUPPrposition is applied ! $ (ING-BAY-Buba-P.14 + ING-BAY-Hennecke-P.8) $ACT SF GAMU 1.00 0 SUP EXCL PSI0 1 1 1 1 TITL 'Possible Settlement' $ACT ZF GAMU 1.00 0 SUP EXCL PSI0 1 1 1 1 TITL 'Real Settlement' ACT ZW GAMU 1.50 0 SUP EXCL PSI0 0.30 PSI1 0.50 PSI2 0.00 PS1S 0.60 TITL 'VJETAR OPT' $!!!!!!!!!!!!!!!!!! ACT SW GAMU 1.50 0 SUP EXCL PSI0 0.30 PSI1 0.50 PSI2 0.00 PS1S 0.60 TITL 'VJETAR NEOPT' $!!!!!!!!!!!!!!!!!! ACT T GAMU 1.50 0 SUP EXCL PSI0 0.80 PSI1 0.60 PSI2 0.50 PS1S 0.80 TITL 'TEMPERATURA' $!!!!!!!!!!!!!!!!!! ACT B GAMU 1.35 1 SUP PERM PSI0 1 1 1 TITL 'State during construction' ACT X GAMU 1.00 GAMF 1.00 PSI0 1 1 1 TITL 'Single Load Cases' ACT E GAMU 1.0 GAMF 0 PART E SUP USEX TITL 'Earthquake' $ The specification SUP PERM,COND,EXCL is important goes depending on $ the definition of the traffic load cases: $ SUP EXCL - only one of the load cases will be taken $ SUP CONC - the available load cases will all be taken, if infavourable effects $ Meaning of the PSI-Values: $ $ Fraction :(1.00*Q-Leit + PSI0*Qki)*GAMU-GAMF $ $ Seldom: 1.00*Q-Leit + PSI0*Qki $ Often: PSI1*Q-Leit + PSI2*Qki $ Quasi : PSI2*Q-Leit + PSI2*Qki = PSI2*Q-any $ Noth: PSI1*Q-Leit + PSI1*Qki $ $ According to : (ING-BAY-Buba-S.15) $ see also MAXIMA - Theoretical basis $ G should the generic term effects G the sub effects $ G_1 and G_2 together! L also sums up L_U plus L_T! $ But not Z the ZF and ZS, as an underscore doesn't foolow! END +PROG SOFILOAD urs:928 HEAD UKLANJANJE PRIVREMENOG STUPA ECHO FULL FULL GRP 0,1,2,3 LC 3 TYPE G_2 TITL 'UKLANJANJE PRIVR. STUPA' NODE 7 TYPE=PZ P1 21.88 NODE 27 TYPE=PZ P1 21.88 END +prog ASE urs:926 head UKLANJANJE PRIVR. STUPA echo full FULL GRP 0,1,2,3 LC 3 TYPE G_2 END +PROG SOFILOAD urs:930 HEAD DODATNO STALNO ECHO FULL FULL GRP 0,1,2,3 LC 4 TYPE G_3 TITL 'DODATNO STALNO' BEAM GRP 0 TYPE=PZ PA 21.88 BEAM GRP 1 TYPE=PZ PA 21.88 END +prog ASE urs:931 head DODATNO STALNO echo full FULL GRP 0,1,2,3 LC 4 TYPE G_3 END +PROG CSM urs:924 HEAD FAZE IZVEDBE CTRL DL AUTO $ Deadload applied automatically $ ECHO CREP 90 $ default is ECHO KRIP 245 ! shows the development of the $ construction stages in a good overview in the .erg file $ CS 1 TYPE G_1 TITL 'MONTAZA CELIKA I POM_STUPA' CS 2 TYPE G_2 TITL 'BETONIRANJE PLOCE' CS 3 TYPE B TITL 'OCVRSCAVANJE PLOCE' CS 4 TYPE C_1 TITL 'S&P - 7 DANA' T 7 RH 80 CS 5 TYPE G_2 TITL 'UKLANJANJE PRIVR. STUPA' CS 6 TYPE G_3 TITL 'DODATNO STALNO' CS 7 TYPE C_2 TITL 'S&P - 100 DANA' T 100 RH 80 GRP NO ICS1 ICSD ATIL HFIX SITU T0 TITL (0,1,2) 1 - - - - - 'UZDUZNI NOSACI' 5 1 - 4 - - - 'POMOCNI STUP' 3 3 - - - - - 'SPREZANJE' LC NO TYPE ICS1 ATIL 3 G_2 5 - 4 G_3 6 - END +apply $(NAME)_csm.dat +PROG SOFILOAD urs:5 HEAD VJETAR ECHO FULL FULL GRP 5 OFF LC 14 DLZ 0 TYPE SW TITL 'VJETAR NEOPTERECEN MOST' BEAM GRP 0 TYPE=PY PA=1.23 BEAM GRP 0 TYPE=MX PA=0.56 lc 15 DLZ 0 TYPE ZW titl 'VJETAR OPTERECEN MOST' BEAM GRP 0 TYPE=PY PA=2.77 BEAM GRP 0 TYPE=MX PA=0.30 END +PROG ASE urs:910 HEAD RACUN ZA VJETAR NEOPT echo full FULL syst prob line $th2 GRP 5 OFF LC 14 LC 15 END +PROG SOFILOAD urs:239 HEAD TEMPERATURA ECHO FULL FULL LC 16 DLZ 0 TYPE T TITL "jednoliko zagrijavanje" BEAM grp 0 TYPE=TEMP PA=32 BEAM grp 1 TYPE=TEMP PA=32 BEAM grp 2 TYPE=TEMP PA=32 LC 17 DLZ 0 TYPE T TITL "jednoliko hladenje" BEAM grp 0 TYPE=TEMP PA=-22 BEAM grp 1 TYPE=TEMP PA=-22 BEAM grp 2 TYPE=TEMP PA=-22 LC 18 DLZ 0 TYPE T TITL "nejednolika temperatura - pozitivna razlika" BEAM grp 0 TYPE=DTZ PA=-15 BEAM grp 1 TYPE=DTZ PA=-15 BEAM grp 2 TYPE=DTZ PA=-15 LC 19 DLZ 0 TYPE T TITL "nejednolika temperatura - pozitivna razlika" BEAM grp 0 TYPE=DTZ PA=18 BEAM grp 1 TYPE=DTZ PA=18 BEAM grp 2 TYPE=DTZ PA=18 LC 30 DLZ 0 TYPE X TITL "jednoliko zagrijavanje - za pomake" BEAM grp 0 TYPE=TEMP PA=52 BEAM grp 1 TYPE=TEMP PA=52 BEAM grp 2 TYPE=TEMP PA=52 LC 31 DLZ 0 TYPE X TITL "jednoliko hladenje - za pomake" BEAM grp 0 TYPE=TEMP PA=-42 BEAM grp 1 TYPE=TEMP PA=-42 BEAM grp 2 TYPE=TEMP PA=-42 END +PROG star2 urs:932 HEAD KOMBINACIJE TEMPERATURE echo full FULL ctrl I LC 41 titl 'Temp. kombinacija 1' TYPE T lcc 16 1.0 lcc 18 0.75 LC 42 titl 'Temp. kombinacija 2' TYPE T lcc 16 1.0 lcc 19 0.75 LC 43 titl 'Temp. kombinacija 3' TYPE T lcc 17 1.0 lcc 18 0.75 LC 44 titl 'Temp. kombinacija 4' TYPE T lcc 17 1.0 lcc 19 0.75 LC 45 titl 'Temp. kombinacija 11' TYPE T lcc 16 0.35 lcc 18 1.00 LC 46 titl 'Temp. kombinacija 12' TYPE T lcc 16 0.35 lcc 19 1.00 LC 47 titl 'Temp. kombinacija 13' TYPE T lcc 17 0.35 lcc 18 1.00 LC 48 titl 'Temp. kombinacija 14' TYPE T lcc 17 0.35 lcc 19 1.00 END +PROG ELSE m19000000 urs:240 head PROMETNO - KONTINUIRANO echo type full val yes ctrl opt sect 1 lgeo no s x y z 1 1 0.00 2.05 0.0 1 2 40.00 2.05 0.0 2 1 0.00 -0.95 0.0 2 2 40.00 -0.95 0.0 3 1 0.00 -3.475 0.0 3 2 40.00 -3.475 0.0 4 1 0.00 4.025 0.0 4 2 40.00 4.025 0.0 lsel no 1 int 2 lsel no 2 int 2 lsel no 3 int 2 lsel no 4 int 2 CALC TYPE MY LMAX 101 LMIN 102 SYST SPAC CALC TYPE VZ LMAX 103 LMIN 104 SYST SPAC CALC TYPE N LMAX 105 LMIN 106 SYST SPAC CASE 1 LCS 0 PSI0 0.40 PSI1 0.40 PSI2 0.20 PS1S 0.80 GAM1 1.35 GAM2 0.0 LANE 1 yrb 1.5 ylb -1.5 POSL 1 EVAL 0 TYPL 1 TYPE CONS FACZ 1. P5 0 bloa P 9.0 LANE 2 yrb 1.5 ylb -1.5 POSL 2 EVAL 0 TYPL 2 TYPE CONS FACZ 1. P5 0 bloa P 2.5 LANE 3 yrb 1.025 ylb -1.025 POSL 3 EVAL 0 TYPL 3 TYPE CONS FACZ 1. P5 0 bloa P 2.5 LANE 4 yrb 0.6 ylb -0.6 POSL 4 EVAL 0 TYPL 4 TYPE CONS FACZ 1. P5 0 bloa P 2.5 END +PROG ELSE m19000000 urs:933 head PROMETNO - u kombinaciji echo type full val yes ctrl opt sect 1 lgeo no s x y z 1 1 0.00 2.05 0.0 1 2 40.00 2.05 0.0 2 1 0.00 -0.95 0.0 2 2 40.00 -0.95 0.0 lsel no 1 int 2 lsel no 2 int 2 CALC TYPE MY LMAX 201 LMIN 202 SYST SPAC CALC TYPE VZ LMAX 203 LMIN 204 SYST SPAC CALC TYPE N LMAX 205 LMIN 206 SYST SPAC CASE 40 POSL 1 YEX 0 LANE 1 $YRB 1.5 YLB -1.5 PHIB 1 TYPL 1 Lm1 P1 240 P2 0 P3 0. P4 0. P5 0 P6 0. P8 0. CASE 41 POSL 2 YEX 0 LANE 2 $YRB 1.5 YLB -1.5 PHIB 1.0 TYPL 2 Lm1 P1 160 P2 0 P3 0. P4 0. P5 0.0 P6 0. P8 0. END +PROG CSM urs:950 HEAD Bemessung nach DIN Fachberichten ACT TYPE FOR $ Definition der zusätzlichen Einwirkungen: L_U CODE $ fuer GZG und GZT- Nachweise L_T CODE $ fuer GZG und GZT- Nachweise $L_1 CODE $ KOCNA SILA $W ALL $ VJETAR NEOPTERECENI MOST ZW CODE $ VJETAR OPTERECENI MOST SW CODE $ VJETAR NA NEOPTERECENI MOST $B ALL $ KRLETKA T CODE $ Zum Ansatz der Temperatur im Bruchzustand siehe DIN_FB_SOFiSTiK.doc $ZF SLS $ wahrscheinliche Setzung nur für die Gebrauchsnachweise $SF ULS $ mögliche Setzung nur für die Tragfähigkeitsnachweise $E CODE DESI STAN $ alle üblichen Nachweise (ohne ACCI accidential) $ manuell schaltbare Nachweise mit Zusatzparametern siehe Handbuch $ desi sigb END +apply $(NAME)_desi_1.dat +PROG ASE URS:951 CTRL MFIX HEAD Vlastite vrijednosti GRP 5 OFF MASS fact 1 1 1 $ Ohne Decken-Vertikalschwingungen (no z masses) MASS LC 3 PRZ 100 $ (kann mit Gesamtlastvektor-Darstellung des Lastfalles (2 und 3) $ in WING kontrolliert werden) $---------------------------------------------------------------------------------------------------- $ Converts PZ-loads of load case 2+3 into masses (imposed loads reduced) $ (can be checked with WING by plotting the total nodal loadvector of loadcase 92) $---------------------------------------------------------------------------------------------------- EIGE 50 LC 8301 END +PROG SOFILOAD URS:952 HEAD 'Zadavanje spektra' GRP 5 OFF LC 21 TYPE E RESP EC-1 CLAS C $ EC8-Bemessungsspektrum ACCE AX 2.943 $ Horizontale Bodenbeschleunigung in m/s² END LC 22 TYPE E RESP EC-1 CLAS C $ EC8-Bemessungsspektrum ACCE AY 2.943 $ Horizontale Bodenbeschleunigung in m/s² END LC 23 TYPE E RESP EC-1 CLAS C $ EC8-Bemessungsspektrum ACCE AZ 2.649 $ Horizontale Bodenbeschleunigung in m/s² END ; END +PROG DYNA URS:934 HEAD Berechnung der Antwortspektren $ HEAD Analyis response spectra EIGE NEIG 50 TYPE REST LC 8301 CTRL STYP 3 GRP 5 OFF LC 21 $ Lastfall 11 und 12 werden hierbei kombiniert LC 22 LC 23 $ Die Erdbebenrichtungen X und Y werden im $ Beispiel erdbeben_jb.dat nur einfach kombiniert. $ $ Im Gegensatz dazu wird im Beispiel erdbeben_jb_schief.dat $ z.B. Erdbeben in X- plus 30 % Erdbeben in Y- addiert! EXTR N MAX 9701 ACT E EXTR MY MAX 9702 ACT E EXTR MZ MAX 9703 ACT E EXTR MT MAX 9704 ACT E EXTR VY MAX 9705 ACT E EXTR VZ MAX 9706 ACT E EXTR P MAX 9707 ACT E EXTR U,V,A 9708 ACT E END