+PROG AQUA urs:1 HEAD Railwaybridge PAGE 1 NORM DIN 1045 CONC 1 SB 45 STEE 11 BST 500 STEE 12 PST 1570 SECT 1 MNO 1 MRF 11 POLY OPZ MNO 1 VERT - 0.00 0.00 - 3.28 0.00 - 3.33 0.20 - 1.60 0.35 - 1.68 1.14 - 1.65 1.16 - 1.60 1.86 POLY IPZ MNO 1 VERT - 0.00 0.28 - 1.15 0.38 - 1.15 1.62 CUT 1 ZB 0.40 MNO 1 MRF 11 LAY 0 let#11 -1.50,1.50 $ y-value torsional-box let#21 0.05,1.80 $ z- " " LRF 1 #12 #21 #11 #21 AS 0.01 LAY 0 TORS ACTI D 16 LRF 2 #11 #21 #11 #22 == $ LRF 3 #11 #22 #12 #22 == $ torsional-box:*---------------------> y LRF 4 #12 #22 #12 #21 == $ | #21 | $ *----------|----------* + | $ | | | | $ | | | | $ |<--#11--->|<---#12-->| | $ | | | #22 $ | | | v $ *----------|----------* + let#11 #11-0.05 $ y-value mail longitudinal reinforcement let#21 #21+0.02,#22-0.03 $ z-value " LRF 5 -#11 #22 #11 #22 AS - LAY 1 TORS PASS D 20 $ lower LRF 6 -3.20 #21 3.20 #21 AS - LAY 2 TORS PASS D 20 $ upper $ points for stress output SPT NO Y Z MNO 'TOP' 0.00 1.86 1 $ Literal 'TOP' must be in capital letters ! 'BOT' 0.00 0.00 1 END +PROG AQUP -E urs:2 HEAD Cross sections SIZE LP 10 AXIS POSZ SECT 1 PICT SECT 1 END +PROG GENF urs:3 HEAD Railwaybridge ECHO SECT NO ; ECHO MAT NO SYST SPAC NODE 1 0.00 FIX PPMX 2 38 FIX PZ 3 76 FIX XP BEAM 1 1 2 NCS 1 DIV 10 BEAM 2 2 3 NCS 1 DIV 10 BSEC 1,2 x 0.30 STYP HFAC BSEC 1,2 x 1.30 STYP SHEA BSEC 1,2 x 2.00 STYP - BSEC 1,2 x 38-2.00 STYP - BSEC 1,2 x 38-1.30 STYP SHEA BSEC 1,2 x 38-0.30 STYP HFAC END +PROG GEOS urs:4 HEAD Prestression $ GEOMETRY CBEA NOH 1 FROM 1 2 TYPE BEAM TGEO NOG 1 NOH 1 'tendon group 1' PTSC NO X U V DVS TYPE 1 0.00 1.38 0.40 - 0 1 16.00 = 1.72 0 0 1 35.00 = 0.34 - 0 2 0.00 = 0.14 0 0 2 3.00 = 0.34 - 0 2 22.00 = 1.72 0 0 2 38.00 = 0.40 - 0 TGEO NOG 2 NOH 1 'tendon group 2' PTSC NO X U V DVS TYPE 1 0.00 -1.38 0.40 - 0 1 16.00 = 1.72 0 0 1 35.00 = 0.34 - 0 2 0.00 = 0.14 0 0 2 3.00 = 0.34 - 0 2 22.00 = 1.72 0 0 2 38.00 = 0.40 - 0 $ prestressing values: PRES 21 NOG 1 ICS1 1 1 0 TITL 'tendon group 1' $ PTAB 319 MNO 1012 PSYS MNO ZV AZ EZ MINR BETA MUE MUE- SS DH TITL 1012 2590 2660 195000 4.80 0.30 .21 .21 5 90 'LI' PFAC RILE 9 PFAC RILE 9 TEND NTEN 5 PRES 22 NOG 2 ICS1 1 1 0 TITL 'tendon group 2' TEND NTEN 5 $ Storage of loading in database: LOAD 21,22 LC 3 $ -- GRAFIK ECHO PLOT FULL SIZE TYPE 4 SC 0 SHOW NO 1 TYPE GEOE FACH 4 TYPG DUCT DIA 65 COLO -1 PCS 1 ; AND SHOW NO 1 TYPE GEOE FACH 4 TYPG TEND SHOW NO 21 TYPE FACT FACH 50 END +PROG AQUP -E urs:5 $ cross sections incl. tendons HEAD cross sections incl. tendons SIZE LP 0 AXIS POSZ SPLI 3x3 REIN NO 2 X 0.000 CS 0 ; SECT 1 PICT REIN NO 2 X 0.300 CS 0 ; SECT 1 PICT REIN NO 2 X 1.300 CS 0 ; SECT 1 PICT REIN NO 2 X 2.000 CS 0 ; SECT 1 PICT REIN NO 2 X 3.800 CS 0 ; SECT 1 PICT REIN NO 2 X 7.600 CS 0 ; SECT 1 PICT REIN NO 2 X 11.400 CS 0 ; SECT 1 PICT REIN NO 2 X 19.000 CS 0 ; SECT 1 PICT REIN NO 2 X 26.600 CS 0 ; SECT 1 PICT END +PROG STAR2 urs:19 HEAD loading ECHO FULL NO CTRL I LC 1 1.0 DLZ 1.0 TITL 'own weight' LC 2 1.0 TITL 'add. dead load' GUL 1 PZ 70.0 LC 3 1.0 TITL 'p' LC 21 1.0 TITL 'life load span 1' UL 1 PZ 80.0 LC 22 1.0 TITL 'life load span 2' UL 2 PZ 80.0 LC 31 1.0 TITL 'wind' UL 1,2 PY 20.0 END +PROG MAXIMA urs:20 $ Envelope life load HEAD Envelope life load ECHO FULL NO ; ECHO TABS YES COMB EXTR STAN LC 21,22 Q $ Q means in MAXIMA: may be both loadcases $ will be taken (added) SUPP EXTR MAMI ETYP BEAM MY LC 101 TITL 'life load' SUPP EXTR MAMI ETYP BEAM VZ LC 103 TITL 'life load' END +PROG STAR2 urs:6 ECHO FULL NO CTRL I GRP 0 PRES UNRE LC 4 1 TITL p-0 LCC 3 END +PROG STAR2 urs:7 ECHO FULL NO CTRL I GRP 0 PRES REST LC 5 1 TITL p-rest LCC 3 END +PROG AQB urs:8 HEAD creep+shrinkage ECHO STRE NO CTRL EIGE 4 $ necessary for rest. systems BEAM CS0 0 CS1 1 LC 1 TYPE G1 2 TYPE G2 3 TYPE PR 11 TYPE C COMB SUM LC1 G 1.0 PR 1.0 LCST 11 EIGE 1 2.40 -30.0E-5 END +PROG AQB urs:9 HEAD Printing stresses in tabular form ECHO COMB FULL ECHO TABS FULL ECHO STRE NO BEAM 1 CS0 0 CS1 1 X 38*0.4 BEAM 2 CS0 0 CS1 1 X 0 LC 1 TYPE G1 2 TYPE G2 3 TYPE PR 4 TYPE PR 5 TYPE SA CS0 11 TYPE C 101,102,103,104 TYPE L $ The programm takes either LC 101 or 102 or 103 or 104! COMB EXTR SCOM TITL LC1 LC2 LC3 LC4 LC5 LC6 SOLO MY ' G1' G1 SOLO MY ' G2' G2 SOLO MY ' V' 3 SOLO MY ' p-0' 4 SOLO MY ' p-rest' 5 SOLO MY ' C' C SOLO MY ' P-Max-My' 101 SOLO MY ' P-Min-My' 102 SUM MY 'g1+p =t0' G1 3 SUM MY 'g +p =t1' G 3 SUM MY 'g +p+ c=t2' G 3 C MAX MY 'g+p+c+pmax' G 3 C L MIN MY 'g+p+c+pmin' G 3 C L STRE K $ BH END +PROG AQB urs:10 HEAD Design midspan and shear section ECHO COMB FULL ECHO SHEA FULL $ ECHO TABS BEAM 1 CS0 0 CS1 1 X 38*0.4 BEAM 2 CS0 0 CS1 1 X 0,38*0.1 LC 1 TYPE G1 2 TYPE G2 3 TYPE PR 11 TYPE C 101,102,103,104 TYPE L $ The programm takes either LC 101 or 102 or 103 or 104! COMB MIN MY LC1 G1 1.0 PR 1.0 L 1.0 COMB MAX MY LC1 G 1.0 PR 1.0 L 1.0 COMB MAX MY LC1 G 1.0 PR 1.0 L 1.0 C 1.0 STRE K BH $ COMB MAX LC1 G 1.75 PR 1.0 L 1.75 C 1.0 COMB MIN LC1 G 1.75 PR 1.0 L 1.75 C 1.0 STRE K UL DESI ULTI SMOD NO $ COMB MAX LC1 G 1.0 PR 0.9 L 1.0 C 0.9 DMR 1.0 COMB MIN LC1 G 1.0 PR 0.9 L 1.0 C 0.9 DMR 1.0 NSTR S0 CRAC 4227 END +PROG GRAF urs:11 HEAD SIZE LP 0 SPLI 3X2 HLEG 1.5 SLEG 1.0 VIEW STAN 0 1 0 POSZ LET#1 20000 LC 1 ; BEAM MY #1 SCHH 0.15 LC 2 ; BEAM MY #1 SCHH 0.15 LC 3 ; BEAM MY #1 SCHH 0.15 LC 4 ; BEAM MY #1 SCHH 0.15 LC 5 ; BEAM MY #1 SCHH 0.15 LC 101 ; BEAM MY #1 SCHH 0.15 ; AND LC 102 ; BEAM MY #1 SCHH 0.15 END +PROG AQB urs:12 HEAD Storage of stresses for GRAF ECHO FULL NO BEAM CS0 0 CS1 1 LC 1 TYPE G1 2 TYPE G2 3 TYPE PR 11 TYPE C 101,102,103,104 TYPE L $ The programm takes either LC 101 or 102 or 103 or 104! COMB SUM MY LC1 G 1.0 PR 1.0 C 1.0 LCST 201 COMB MIN MY LC1 G1 1.0 PR 1.0 L 1.0 COMB MIN MY LC1 G 1.0 PR 1.0 L 1.0 C 1.0 COMB MAX MY LC1 G 1.0 PR 1.0 L 1.0 COMB MAX MY LC1 G 1.0 PR 1.0 L 1.0 C 1.0 STRE E221 BH +PROG GRAF -E urs:13 $ Stresses G+P+C SIZE LP 0 SPLI 3X1 HLEG 1.5 SLEG 1.0 VIEW STAN 0 1 0 POSZ HEAD Stresses G+P+C LC DESI 201 ; BEAM SIGU,SIGL,STAU 5,5,1 HEAD Stresses incl. life load max-min LC DESI 221 ; BEAM SIGU 7.5 ; AND ; LC DESI 222 ; BEAM SIGU 7.5 LC DESI 221 ; BEAM SIGL 7.5 ; AND ; LC DESI 222 ; BEAM SIGL 7.5 LC DESI 221 ; BEAM STAU 1 ; AND ; LC DESI 222 ; BEAM STAU 1 end +PROG GRAF urs:16 $ Stresses at stress points top and bottom HEAD Stresses at stress points top and bottom SIZE LP 0 SPLI 3x1 HLEG 1.5 SLEG 1.0 VIEW STAN 0 1 0 POSZ LC DESI 221 ; BEAM SDPT,SZPT,SPCP 7.5 MNO TOP LC DESI 221 ; BEAM SDPT,SZPT,SPCP 7.5 MNO BOT END +PROG AQB urs:17 $ Design ULS for biaxial bending HEAD Design ULS for biaxial bending incl. wind BEAM - CS0 0 CS1 1 $ Alle Staebe fuer Animator! LC 1 TYPE G1 2 TYPE G2 3 TYPE PR 11 TYPE C 101,102,103,104 TYPE L $ The programm takes either LC 101 or 102 or 103 or 104! 31 TYPE ZW COMB MAX LC1 G 1.75 L 1.75 PR 1.0 C 1.0 ZW 0.9 LCST 601 COMB MIN LC1 G 1.75 L 1.75 PR 1.0 C 1.0 ZW 0.9 LCST 602 $ULTI SECT SING ULTI SMOD 4227 DESI ULTI SMOD NO END +PROG AQUP urs:18 $ ULS stresses for biaxial bending incl. wind HEAD ULS stresses for biaxial bending incl. wind SIZE lp 0 AXIS PERS $ posz FILL F8 1326 1326 REIN NO 1 X 38*0.4 CS 1 ; S LC 601 NO 1 X 38*0.4 ; SECT 1 TYPE SIG REIN NO 2 X 1.30 CS 1 ; S LC 602 NO 2 X 1.30 ; SECT 1 TYPE SIG END