$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 CONC 14 TYPE C 40 ec=1000 $BETON ZA PLOCU - iznad lezaja STEE 4 S 500 $armatura betonske ploce #DEFINE PARAMETRI LET#VN 1100 $VISINA GLAVNOG NOSACA LET#DGP 20 $DEBLJINA GORNJEG POJASA LET#DDP 30 $DEBLJINA DONJEG POJASA LET#SGP 400 $SIRINA GORNJEG POJASA LET#SDP 500 $SIRINA DONJEG POJASA LET#DH 14 $DEBLJINA HRPTA LET#DP 0.25 $DEBLJINA BETONSKE PLOCE LET#DV 0.6 $DEBLJINA VIJENCA LET#BP1 0.2 LET#BP2 1.3 LET#BP3 0.5 LET#BP4 2.75 LET#DPM #DP*1000 LET#DVM #DV*1000 LET#MB 13 LET#CS 13 #ENDDEF let#b1 1.8 let#b2 2.55 #DEFINE SUDJELUJUCE1 let#be1 1.8 let#be2 1.71 #enddef #DEFINE SUDJELUJUCE2 let#be1 1.8 let#be2 2.34 #enddef #DEFINE SUDJELUJUCE3 let#be1 1.375 let#be2 1.375 #enddef #DEFINE UVJET1 IF (#S > 6 ) $IF #S==438 LET#MB 14 LET#CS 23 ENDIF IF (#S==8) #INCLUDE SUDJELUJUCE3 ELSEIF (#S==1) #INCLUDE SUDJELUJUCE1 ELSEIF (#S > 1)&(#S < 8) #INCLUDE SUDJELUJUCE2 ENDIF IF (#S==8) #INCLUDE popr1 ELSEIF (#S >= 1)&(#S < 8) #INCLUDE popr2 ENDIF #enddef #DEFINE UVJET2 IF (#S > 16 ) $IF #S==438 LET#MB 14 LET#CS 23 ENDIF IF (#S==18) #INCLUDE SUDJELUJUCE3 ELSEIF (#S==11) #INCLUDE SUDJELUJUCE1 ELSEIF (#S > 11)&(#S < 18) #INCLUDE SUDJELUJUCE2 ENDIF IF (#S==18) #INCLUDE popr11 ELSEIF (#S >= 11)&(#S < 18) #INCLUDE popr12 ENDIF #ENDDEF #define popr2 CS 1 PLAT NO YB ZB YE ZE T MNO 101 0 #DGP/2 -#SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 102 0 #DGP/2 #SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 103 0 #DGP/2 0 #VN-(#DDP/2) #DH 1 $LIJEVI HRBAT 104 0 #VN-(#DDP/2) -#SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS 105 0 #VN-(#DDP/2) #SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS CS #CS PANE NO YB ZB YE ZE T MNO as asma lay mrf tors 201 0 -#DP/2 #BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 202 #BP1 -#DP/2 #BP1+#BP2 -#DP/2 #DP #MB 48.8 130 m1 4 acti 203 #BP1+#BP2 -#DV/2 #BP1+#BP2+#BP3 -#DV/2 #DV #MB 20 50 m1 4 acti 204 0 -#DP/2 -#BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 205 -#BP1 -#DP/2 -#BP4+(#b2-#be2) -#DP/2 #DP #MB 96 255 m1 4 acti 206 -#BP4+(#b2-#be2) -#DP/2 -#BP4 -#DP/2 #DP #MB TYPE NEFF WELD NO YB ZB YE ZE T MNO 301 0 #DGP/2 0 -#DPM/2 20 2 302 #SGP/2 #DGP/2 #SGP/2 -#DPM/2 20 2 303 -#SGP/2 #DGP/2 -#SGP/2 -#DPM/2 20 2 304 (#BP1+#BP2)*1000 -#DPM/2 (#BP1+#BP2)*1000 -#DVM/2 20 2 #enddef #define popr1 CS 1 PLAT NO YB ZB YE ZE T MNO 101 0 #DGP/2 -#SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 102 0 #DGP/2 #SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 103 0 #DGP/2 0 #VN-(#DDP/2) #DH 1 $LIJEVI HRBAT 104 0 #VN-(#DDP/2) -#SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS 105 0 #VN-(#DDP/2) #SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS CS #CS PANE NO YB ZB YE ZE T MNO as asma lay mrf tors 201 0 -#DP/2 #BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 202 #BP1 -#DP/2 #BP1+#BP2 -#DP/2 #DP #MB 48.8 130 m1 4 acti 203 #BP1+#BP2 -#DV/2 #BP1+#BP2+(#B1-#BE1) -#DV/2 #DV #MB 20 50 m1 4 acti 204 #BP1+#BP2+(#B1-#BE1) -#DV/2 #BP1+#BP2+#BP3 -#DV/2 #DV #MB TYPE NEFF 205 0 -#DP/2 -#BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 206 -#BP1 -#DP/2 -#BP4+(#b2-#be2) -#DP/2 #DP #MB 96 255 m1 4 acti 207 -#BP4+(#b2-#be2) -#DP/2 -#BP4 -#DP/2 #DP #MB TYPE NEFF WELD NO YB ZB YE ZE T MNO 301 0 #DGP/2 0 -#DPM/2 20 2 302 #SGP/2 #DGP/2 #SGP/2 -#DPM/2 20 2 303 -#SGP/2 #DGP/2 -#SGP/2 -#DPM/2 20 2 304 (#BP1+#BP2)*1000 -#DPM/2 (#BP1+#BP2)*1000 -#DVM/2 20 2 #enddef #define popr12 CS 1 PLAT NO YB ZB YE ZE T MNO 101 0 #DGP/2 #SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 102 0 #DGP/2 -#SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 103 0 #DGP/2 0 #VN-(#DDP/2) #DH 1 $LIJEVI HRBAT 104 0 #VN-(#DDP/2) #SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS 105 0 #VN-(#DDP/2) -#SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS CS #CS PANE NO YB ZB YE ZE T MNO as asma lay mrf tors 201 0 -#DP/2 -#BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 202 -#BP1 -#DP/2 -#BP1-#BP2 -#DP/2 #DP #MB 48.8 130 m1 4 acti 203 -#BP1-#BP2 -#DV/2 -#BP1-#BP2-#BP3 -#DV/2 #DV #MB 45 120 m1 4 acti 204 0 -#DP/2 #BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 205 #BP1 -#DP/2 #BP4-(#B2-#BE2) -#DP/2 #DP #MB 96 255 m1 4 acti 206 #BP4-(#B2-#BE2) -#DP/2 #BP4 -#DP/2 #DP #MB TYPE NEFF WELD NO YB ZB YE ZE T MNO 301 0 #DGP/2 0 -#DPM/2 20 2 302 -#SGP/2 #DGP/2 -#SGP/2 -#DPM/2 20 2 303 #SGP/2 #DGP/2 #SGP/2 -#DPM/2 20 2 304 -(#BP1+#BP2)*1000 -#DPM/2 -(#BP1+#BP2)*1000 -#DVM/2 20 2 #enddef #define popr11 CS 1 PLAT NO YB ZB YE ZE T MNO 101 0 #DGP/2 #SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 102 0 #DGP/2 -#SGP/2 #DGP/2 #DGP 1 $GORNJI POJAS (LIJEVO) 103 0 #DGP/2 0 #VN-(#DDP/2) #DH 1 $LIJEVI HRBAT 104 0 #VN-(#DDP/2) #SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS 105 0 #VN-(#DDP/2) -#SDP/2 #VN-(#DDP/2) #DDP 1 $DONJI POJAS CS #CS PANE NO YB ZB YE ZE T MNO as asma lay mrf tors 201 0 -#DP/2 -#BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 202 -#BP1 -#DP/2 -#BP1-#BP2 -#DP/2 #DP #MB 48.8 130 m1 4 acti 203 -#BP1-#BP2 -#DV/2 -#BP1-#BP2-(#b1-#be1) -#DV/2 #DV #MB 45 120 m1 4 acti 204 -#BP1-#BP2-(#b1-#be1) -#DV/2 -#BP1-#BP2-#BP3 -#DV/2 #DV #MB type neff 205 0 -#DP/2 #BP1 -#DP/2 #DP #MB 7.5 20 m1 4 acti 206 #BP1 -#DP/2 #BP4-(#B2-#BE2) -#DP/2 #DP #MB 96 255 m1 4 acti 207 #BP4-(#B2-#BE2) -#DP/2 #BP4 -#DP/2 #DP #MB TYPE NEFF WELD NO YB ZB YE ZE T MNO 301 0 #DGP/2 0 -#DPM/2 20 2 302 -#SGP/2 #DGP/2 -#SGP/2 -#DPM/2 20 2 303 #SGP/2 #DGP/2 #SGP/2 -#DPM/2 20 2 304 -(#BP1+#BP2)*1000 -#DPM/2 -(#BP1+#BP2)*1000 -#DVM/2 20 2 #enddef LET#s 1 $IF (#S > 7 ) $IF #S==438 $LET#MB 12 $LET#CS 23 $ENDIF LOOP 8 SECT #s TITL "GLAVNI CELICNI NOSAC " #INCLUDE PARAMETRI #INCLUDE UVJET1 $#INCLUDE popr_desni LET#s #s+1 ENDLOOP LET#s 11 LOOP 8 SECT #s TITL "GLAVNI CELICNI NOSAC DO LEZAJA" #INCLUDE PARAMETRI #INCLUDE UVJET2 $#INCLUDE popr_lijevi LET#s #s+1 ENDLOOP SECT 20 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 0 730 20 1 104 -200 730 0 730 20 1 105 0 730 200 730 20 1 SECT 21 TITL "POPRECNI NOSAC U POLJU" PLAT NO YB ZB YE ZE T MNO 101 -150 0 0 0 19 1 102 0 0 150 0 19 1 103 0 0 0 371 11 1 104 -150 371 0 371 19 1 105 0 371 150 371 19 1 SECT 22 MNO 12 TITL "POPRECNI BETONSKI NOSACI" POLY O VERT 101 2.75 0.00 102 2.75 0.25 103 -2.75 0.25 104 -2.75 0.00 lrf no yb zb ye ze as asma lay mrf tors 201 2.7 0.05 -2.7 0.05 206 550 m2 4 acti 202 2.7 0.2 -2.7 0.2 206 550 m2 4 acti CUT ZB S SECT 23 MNO 12 TITL "POPRECNI BETONSKI NOSACI" POLY O VERT $101 0.0 0.0 101 -2.75 0.0 102 -2.75 0.25 103 0.0 0.25 lrf no yb zb ye ze as asma lay mrf tors 201 -0.05 0.05 -2.7 0.05 206 550 m2 4 acti 202 -0.05 0.2 -2.7 0.2 206 550 m2 4 acti CUT ZB S SECT 24 MNO 12 TITL "POPRECNI BETONSKI NOSACI" POLY O VERT $101 0.0 0.0 101 2.75 0.0 102 2.75 0.25 103 0.0 0.25 lrf no yb zb ye ze as asma lay mrf tors 201 0.05 0.05 2.70 0.05 206 550 m2 4 acti 202 0.05 0.2 2.70 0.2 206 550 m2 4 acti 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 SECT 6 PICT,TEXT SECT 7 PICT,TEXT SECT 8 PICT,TEXT SECT 11 PICT,TEXT SECT 12 PICT,TEXT SECT 13 PICT,TEXT SECT 14 PICT,TEXT SECT 15 PICT,TEXT SECT 16 PICT,TEXT SECT 17 PICT,TEXT SECT 18 PICT,TEXT SECT 20 PICT,TEXT SECT 21 PICT,TEXT SECT 22 PICT,TEXT SECT 23 PICT,TEXT SECT 24 PICT,TEXT END +PROG GENF m19000000 urs:235 HEAD MODEL NADVOZNJAKA ECHO OPT FULL VAL YES SYST TYPE SPAC OPTI NO $cvorovi lezajeva NODE 900 0 2.75 1.1 NODE 902 44 2.75 1.1 NODE 910 0 -2.75 1.1 NODE 912 44 -2.75 1.1 MESH 900 902 910 912 M 2 N 1 $cvorovi betonskih poprecnih nosaca VANJSKI NODE 100 0 4.75 -0.25 NODE 108 44 4.75 -0.25 NODE 400 0 -4.75 -0.25 NODE 408 44 -4.75 -0.25 MESH 100 108 400 408 M 8 N 1 $cvorovi betonskih nosaca iznad celicnih NODE 200 0 2.75 -0.25 NODE 208 44 2.75 -0.25 NODE 300 0 -2.75 -0.25 NODE 308 44 -2.75 -0.25 MESH 200 208 300 308 M 8 N 1 $cvorovi celicnih glavnih nosaca NODE 500 0 2.75 0.0 NODE 508 44 2.75 0.0 NODE 600 0 -2.75 0.0 NODE 608 44 -2.75 0.0 MESH 500 508 600 608 M 8 N 1 $cvorovi celicnih poprecnih nosaca NODE 700 0 2.75 0.55 NODE 708 44 2.75 0.55 NODE 800 0 -2.75 0.55 NODE 808 44 -2.75 0.55 MESH 700 708 800 808 M 8 N 1 $fiksiranje cvorova lezajeva na glavni nosac NODE 900 FIX KF NREF 500 NODE 910 FIX KF NREF 600 NODE 901 FIX KF NREF 504 NODE 911 FIX KF NREF 604 NODE 902 FIX KF NREF 508 NODE 912 FIX KF NREF 608 $fiksiranje cvorova celicnog poprecnog presjeka na glavni nosac NODE 700 FIX KF NREF 500 NODE 701 FIX KF NREF 501 NODE 702 FIX KF NREF 502 NODE 703 FIX KF NREF 503 NODE 704 FIX KF NREF 504 NODE 705 FIX KF NREF 505 NODE 706 FIX KF NREF 506 NODE 707 FIX KF NREF 507 NODE 708 FIX KF NREF 508 NODE 800 FIX KF NREF 600 NODE 801 FIX KF NREF 601 NODE 802 FIX KF NREF 602 NODE 803 FIX KF NREF 603 NODE 804 FIX KF NREF 604 NODE 805 FIX KF NREF 605 NODE 806 FIX KF NREF 606 NODE 807 FIX KF NREF 607 NODE 808 FIX KF NREF 608 $fiksiranje cvorova betonskog poprecnog presjeka na glavni nosac NODE 200 FIX KF NREF 500 NODE 201 FIX KF NREF 501 NODE 202 FIX KF NREF 502 NODE 203 FIX KF NREF 503 NODE 204 FIX KF NREF 504 NODE 205 FIX KF NREF 505 NODE 206 FIX KF NREF 506 NODE 207 FIX KF NREF 507 NODE 208 FIX KF NREF 508 NODE 300 FIX KF NREF 600 NODE 301 FIX KF NREF 601 NODE 302 FIX KF NREF 602 NODE 303 FIX KF NREF 603 NODE 304 FIX KF NREF 604 NODE 305 FIX KF NREF 605 NODE 306 FIX KF NREF 606 NODE 307 FIX KF NREF 607 NODE 308 FIX KF NREF 608 $desni glavni nosac BEAM NO NA NE NCS NCSE DIV np=-1 1 600 601 11 12 1 2 601 602 13 14 1 3 602 603 15 16 1 5004 603 604 17 18 1 5005 604 605 18 17 1 6 605 606 16 15 1 7 606 607 14 13 1 8 607 608 12 11 1 $lijevi glavni nosac BEAM NO NA NE NCS NCSE DIV np=-1 1001 500 501 1 2 1 1002 501 502 3 4 1 1003 502 503 5 6 1 6006 503 504 7 8 1 6007 504 505 8 7 1 1006 505 506 6 5 1 1007 506 507 4 3 1 1008 507 508 2 1 1 $poprecni nosaci BEAM NO NA NE NCS DIV 2001 700 800 20 1 2002 701 801 21 1 2003 702 802 21 1 2004 703 803 21 1 2005 704 804 20 1 2006 705 805 21 1 2007 706 806 21 1 2008 707 807 21 1 2009 708 808 20 1 $porecni betonski nosaci BEAM NO NA NE NCS np=-1 3000 100 200 24 3001 200 300 24 3002 300 400 24 3010 101 201 22 3011 201 301 22 3012 301 401 22 3020 102 202 22 3021 202 302 22 3022 302 402 22 3030 103 203 23 3031 203 303 23 3032 303 403 23 4030 103 203 24 4031 203 303 24 4032 303 403 24 4040 104 204 22 4041 204 304 22 4042 304 404 22 4050 105 205 23 4051 205 305 23 4052 305 405 23 3050 105 205 24 3051 205 305 24 3052 305 405 24 3060 106 206 22 3061 206 306 22 3062 306 406 22 3070 107 207 22 3071 207 307 22 3072 307 407 22 3080 108 208 23 3081 208 308 23 3082 308 408 23 SPRI NO NA DZ=0.2 CP=10^6 $UPORNJACI OSLANJANJE VERTIKALNO 10000 900 10001 901 $UPORNJACI OSLANJANJE VERTIKALNO 10010 910 $UPORNJACI OSLANJANJE VERTIKALNO 10002 902 $UPORNJACI OSLANJANJE VERTIKALNO 10011 911 10012 912 $UPORNJACI OSLANJANJE VERTIKALNO SPRI NO NA DY=0.2 CP=10^6 $UPORNJACI OSLANJANJE POPRECNO 20001 900 $UPORNJACI OSLANJANJE POPRECNO $UPORNJACI OSLANJANJE POPRECNO 20002 901 SPRI NO NA DX=0.2 CP=10^6 $UPORNJACI OSLANJANJE UZDUZNO 30001 901 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:930 HEAD DODATNO STALNO ECHO FULL FULL GRP 0,1,2,3,4,5,6,10,20,30 LC 4 TYPE G_3 TITL 'DODATNO STALNO' BEAM GRP 0 TYPE=PZ PA 15.96 BEAM GRP 1 TYPE=PZ PA 15.96 BEAM GRP 5 TYPE=PZ PA 15.96 BEAM GRP 6 TYPE=PZ PA 15.96 END +prog ASE urs:931 head DODATNO STALNO echo full FULL GRP 0,1,2,3,4,5,6,10,20,30 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' CS 12 TYPE G_2 TITL 'BETONIRANJE PLOCE' CS 13 TYPE B TITL 'OCVRSCAVANJE PLOCE' CS 14 TYPE C_1 TITL 'S&P - 7 DANA' T 7 RH 80 CS 22 TYPE G_3 TITL 'BETONIRANJE LEZAJA' CS 23 TYPE B TITL 'OCVRSCAVANJE PLOCE' CS 24 TYPE C_2 TITL 'S&P - 7 DANA' T 7 RH 80 CS 30 TYPE G_3 TITL 'DODATNO STALNO' CS 31 TYPE C_3 TITL 'S&P - 100 DANA' T 100 RH 80 GRP NO ICS1 ICSD ATIL HFIX SITU T0 TITL (2,10,20,30) 1 - - - - - 'UZDUZNI NOSACI' (0,1) 1 - - - 12 - 'BETONIRANJE POLJE' 3 13 - - - - - 'SPREZANJE' (5,6) 1 - - - 22 - 'BETONIRANJE LEZAJ' 4 23 - - - - - 'SPREZANJE' LC NO TYPE ICS1 ATIL 4 G_3 30 - END +apply $(NAME)_csm_1.dat +PROG SOFILOAD urs:5 HEAD VJETAR ECHO FULL FULL LC 14 DLZ 0 TYPE SW TITL 'VJETAR NEOPTERECEN MOST' BEAM GRP (0,5) TYPE=PY PA=1.23 BEAM GRP (0,5) TYPE=MX PA=0.56 lc 15 DLZ 0 TYPE ZW titl 'VJETAR OPTERECEN MOST' BEAM GRP (0,5) TYPE=PY PA=2.77 BEAM GRP (0,5) TYPE=MX PA=0.30 END +PROG ASE urs:910 HEAD RACUN ZA VJETAR NEOPT echo full FULL syst prob line $th2 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 6 1) TYPE=TEMP PA=32 LC 17 DLZ 0 TYPE T TITL "jednoliko hladenje" BEAM grp (0 6 1) TYPE=TEMP PA=-22 LC 18 DLZ 0 TYPE T TITL "nejednolika temperatura - pozitivna razlika" BEAM grp (0 6 1) TYPE=DTZ PA=-15 LC 19 DLZ 0 TYPE T TITL "nejednolika temperatura - pozitivna razlika" BEAM grp (0 6 1) TYPE=DTZ PA=18 LC 30 DLZ 0 TYPE X TITL "jednoliko zagrijavanje - za pomake" BEAM grp (0 6 1) TYPE=TEMP PA=52 LC 31 DLZ 0 TYPE X TITL "jednoliko hladenje - za pomake" BEAM grp (0 6 1) TYPE=TEMP PA=-22 END $+PROG star2 urs:932 $+PROG SOFILOAD +PROG ASE urs:932 HEAD KOMBINACIJE TEMPERATURE echo full FULL 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 44.00 2.05 0.0 2 1 0.00 -0.95 0.0 2 2 44.00 -0.95 0.0 3 1 0.00 -3.475 0.0 3 2 44.00 -3.475 0.0 4 1 0.00 4.025 0.0 4 2 44.00 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 44.00 2.05 0.0 2 1 0.00 -0.95 0.0 2 2 44.00 -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 MASS fact 1 1 1 $ Ohne Decken-Vertikalschwingungen (no z masses) MASS LC 4 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' 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 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