$ #define project= "Stress_ribbon_Problem12_tentioning_Ver3" $ ******************* Construction Stage Manager ************** $ $ An overview of loadcasese, construction stages, group $ parameters and a summary of the creep and shrinkage values $ can be found in the CSM output file $ $ ******************* Construction Stage Manager ************** $PROG ASE #define ASE_CTRL PAGE UNII 0 ! standard input units ECHO disp,forc,nost,bedd,LOAD,REAC,GRP,LSUM no CTRL DIFF 1000 $ difference loadcases increment CTRL CANT 12 $ 1 = with original inclination $ 2 = tangential free cantilever ctrl cabl 0 ; ctrl beam 5 CTRL WARN 827 #enddef $ $PROG AQB #define AQB_CTRL PAGE UNII 0 ! standard input units ECHO FORC,COMB,STRE,EIGE no CTRL EIGE 1+2+64 CTRL SVRF 1.00000 $ take into account reinforcement for C+S CTRL VM VAL2 1.0 $ take into account normal force delta-N of torsion in bending design DESI CTRL WARN 117 $ otherwise warning as no tendons exist in beam elements #enddef $ $ ************************************************************* $ ************************************************************* $ ************************************************************* !#!Kapitel CSM construction stages $ ----------------------------------- Construction Stage 1 ---------------- +PROG ASE urs:csmase1 HEAD Construction stage CS 1 bearing cable only sto#cs_csm 1 $ use of variable #cs_csm in CTRL ASE TEXT see manual -> CTRL CANT #include ASE_CTRL SYST PLC 1001 prob th3 iter - $ ITER TOL FMAX via CSM-CTRL NONL V2 V3 V4 GRP 11 CS 1 FACD 1 LC 4001 TYPE - TITL "bearing cable only " $ dead load via GRP FACD END $ ----------------------------------- Construction Stage 2 ---------------- $ run this LC in the same PROG ASE = much faster $ PROG ASE urs:csmase2 HEAD Construction stage CS 2 bearing cable erection sto#cs_csm 2 $ use of variable #cs_csm in CTRL ASE TEXT see manual -> CTRL CANT #include ASE_CTRL SYST PLC 4001 prob th3 iter - $ ITER TOL FMAX via CSM-CTRL NONL V2 V3 V4 GRP 11 CS 2 FACD 1 GRP 101 CS 2 FACD 1 PLC 0 $ first activation GRP 102 CS 2 FACD 1 PLC 0 $ first activation GRP 103 CS 2 FACD 1 PLC 0 $ first activation GRP 104 CS 2 FACD 1 PLC 0 $ first activation GRP 105 CS 2 FACD 1 PLC 0 $ first activation GRP 106 CS 2 FACD 1 PLC 0 $ first activation GRP 107 CS 2 FACD 1 PLC 0 $ first activation GRP 108 CS 2 FACD 1 PLC 0 $ first activation GRP 109 CS 2 FACD 1 PLC 0 $ first activation GRP 110 CS 2 FACD 1 PLC 0 $ first activation GRP 111 CS 2 FACD 1 PLC 0 $ first activation GRP 112 CS 2 FACD 1 PLC 0 $ first activation GRP 113 CS 2 FACD 1 PLC 0 $ first activation GRP 114 CS 2 FACD 1 PLC 0 $ first activation GRP 115 CS 2 FACD 1 PLC 0 $ first activation GRP 116 CS 2 FACD 1 PLC 0 $ first activation GRP 117 CS 2 FACD 1 PLC 0 $ first activation GRP 118 CS 2 FACD 1 PLC 0 $ first activation GRP 119 CS 2 FACD 1 PLC 0 $ first activation GRP 120 CS 2 FACD 1 PLC 0 $ first activation GRP 121 CS 2 FACD 1 PLC 0 $ first activation GRP 122 CS 2 FACD 1 PLC 0 $ first activation GRP 123 CS 2 FACD 1 PLC 0 $ first activation GRP 124 CS 2 FACD 1 PLC 0 $ first activation GRP 125 CS 2 FACD 1 PLC 0 $ first activation GRP 126 CS 2 FACD 1 PLC 0 $ first activation GRP 127 CS 2 FACD 1 PLC 0 $ first activation GRP 128 CS 2 FACD 1 PLC 0 $ first activation GRP 129 CS 2 FACD 1 PLC 0 $ first activation GRP 130 CS 2 FACD 1 PLC 0 $ first activation GRP 131 CS 2 FACD 1 PLC 0 $ first activation GRP 201 CS 2 FACD 1 PLC 0 $ first activation GRP 202 CS 2 FACD 1 PLC 0 $ first activation GRP 203 CS 2 FACD 1 PLC 0 $ first activation GRP 204 CS 2 FACD 1 PLC 0 $ first activation GRP 205 CS 2 FACD 1 PLC 0 $ first activation GRP 206 CS 2 FACD 1 PLC 0 $ first activation GRP 207 CS 2 FACD 1 PLC 0 $ first activation GRP 208 CS 2 FACD 1 PLC 0 $ first activation GRP 209 CS 2 FACD 1 PLC 0 $ first activation GRP 210 CS 2 FACD 1 PLC 0 $ first activation GRP 211 CS 2 FACD 1 PLC 0 $ first activation GRP 212 CS 2 FACD 1 PLC 0 $ first activation GRP 213 CS 2 FACD 1 PLC 0 $ first activation GRP 214 CS 2 FACD 1 PLC 0 $ first activation GRP 215 CS 2 FACD 1 PLC 0 $ first activation GRP 216 CS 2 FACD 1 PLC 0 $ first activation GRP 217 CS 2 FACD 1 PLC 0 $ first activation GRP 218 CS 2 FACD 1 PLC 0 $ first activation GRP 219 CS 2 FACD 1 PLC 0 $ first activation GRP 220 CS 2 FACD 1 PLC 0 $ first activation GRP 221 CS 2 FACD 1 PLC 0 $ first activation GRP 222 CS 2 FACD 1 PLC 0 $ first activation GRP 223 CS 2 FACD 1 PLC 0 $ first activation GRP 224 CS 2 FACD 1 PLC 0 $ first activation GRP 225 CS 2 FACD 1 PLC 0 $ first activation GRP 226 CS 2 FACD 1 PLC 0 $ first activation GRP 227 CS 2 FACD 1 PLC 0 $ first activation GRP 228 CS 2 FACD 1 PLC 0 $ first activation GRP 229 CS 2 FACD 1 PLC 0 $ first activation GRP 230 CS 2 FACD 1 PLC 0 $ first activation GRP 231 CS 2 FACD 1 PLC 0 $ first activation GRP 232 CS 2 FACD 1 PLC 0 $ first activation GRP 301 CS 2 FACD 1 PLC 0 $ first activation GRP 302 CS 2 FACD 1 PLC 0 $ first activation GRP 303 CS 2 FACD 1 PLC 0 $ first activation GRP 304 CS 2 FACD 1 PLC 0 $ first activation GRP 305 CS 2 FACD 1 PLC 0 $ first activation GRP 306 CS 2 FACD 1 PLC 0 $ first activation GRP 307 CS 2 FACD 1 PLC 0 $ first activation GRP 308 CS 2 FACD 1 PLC 0 $ first activation GRP 309 CS 2 FACD 1 PLC 0 $ first activation GRP 310 CS 2 FACD 1 PLC 0 $ first activation GRP 311 CS 2 FACD 1 PLC 0 $ first activation GRP 312 CS 2 FACD 1 PLC 0 $ first activation GRP 313 CS 2 FACD 1 PLC 0 $ first activation GRP 314 CS 2 FACD 1 PLC 0 $ first activation GRP 315 CS 2 FACD 1 PLC 0 $ first activation GRP 316 CS 2 FACD 1 PLC 0 $ first activation GRP 317 CS 2 FACD 1 PLC 0 $ first activation GRP 318 CS 2 FACD 1 PLC 0 $ first activation GRP 319 CS 2 FACD 1 PLC 0 $ first activation GRP 320 CS 2 FACD 1 PLC 0 $ first activation GRP 321 CS 2 FACD 1 PLC 0 $ first activation GRP 322 CS 2 FACD 1 PLC 0 $ first activation GRP 323 CS 2 FACD 1 PLC 0 $ first activation GRP 324 CS 2 FACD 1 PLC 0 $ first activation GRP 325 CS 2 FACD 1 PLC 0 $ first activation GRP 326 CS 2 FACD 1 PLC 0 $ first activation GRP 327 CS 2 FACD 1 PLC 0 $ first activation GRP 328 CS 2 FACD 1 PLC 0 $ first activation GRP 329 CS 2 FACD 1 PLC 0 $ first activation GRP 330 CS 2 FACD 1 PLC 0 $ first activation GRP 331 CS 2 FACD 1 PLC 0 $ first activation GRP 332 CS 2 FACD 1 PLC 0 $ first activation GRP 501 CS 2 FACD 1 PLC 0 $ first activation GRP 601 CS 2 FACD 1 PLC 0 $ first activation LC 4002 TYPE - TITL "bearing cable erection " $ dead load via GRP FACD END $ ----------------------------------- Construction Stage 11 ---------------- $ run this LC in the same PROG ASE = much faster $ PROG ASE urs:csmase11 HEAD Construction stage CS 11 fixing joints sto#cs_csm 11 $ use of variable #cs_csm in CTRL ASE TEXT see manual -> CTRL CANT #include ASE_CTRL SYST PLC 4002 prob th3 iter - $ ITER TOL FMAX via CSM-CTRL NONL V2 V3 V4 GRP 11 CS 11 FACD 1 GRP 101 CS 11 FACD 1 GRP 102 CS 11 FACD 1 GRP 103 CS 11 FACD 1 GRP 104 CS 11 FACD 1 GRP 105 CS 11 FACD 1 GRP 106 CS 11 FACD 1 GRP 107 CS 11 FACD 1 GRP 108 CS 11 FACD 1 GRP 109 CS 11 FACD 1 GRP 110 CS 11 FACD 1 GRP 111 CS 11 FACD 1 GRP 112 CS 11 FACD 1 GRP 113 CS 11 FACD 1 GRP 114 CS 11 FACD 1 GRP 115 CS 11 FACD 1 GRP 116 CS 11 FACD 1 GRP 117 CS 11 FACD 1 GRP 118 CS 11 FACD 1 GRP 119 CS 11 FACD 1 GRP 120 CS 11 FACD 1 GRP 121 CS 11 FACD 1 GRP 122 CS 11 FACD 1 GRP 123 CS 11 FACD 1 GRP 124 CS 11 FACD 1 GRP 125 CS 11 FACD 1 GRP 126 CS 11 FACD 1 GRP 127 CS 11 FACD 1 GRP 128 CS 11 FACD 1 GRP 129 CS 11 FACD 1 GRP 130 CS 11 FACD 1 GRP 131 CS 11 FACD 1 GRP 601 CS 11 FACD 1 GRP 702 CS 11 FACD 1 PLC 0 $ first activation GRP 703 CS 11 FACD 1 PLC 0 $ first activation GRP 704 CS 11 FACD 1 PLC 0 $ first activation GRP 705 CS 11 FACD 1 PLC 0 $ first activation GRP 706 CS 11 FACD 1 PLC 0 $ first activation GRP 707 CS 11 FACD 1 PLC 0 $ first activation GRP 708 CS 11 FACD 1 PLC 0 $ first activation GRP 709 CS 11 FACD 1 PLC 0 $ first activation GRP 710 CS 11 FACD 1 PLC 0 $ first activation GRP 711 CS 11 FACD 1 PLC 0 $ first activation GRP 712 CS 11 FACD 1 PLC 0 $ first activation GRP 713 CS 11 FACD 1 PLC 0 $ first activation GRP 714 CS 11 FACD 1 PLC 0 $ first activation GRP 715 CS 11 FACD 1 PLC 0 $ first activation GRP 716 CS 11 FACD 1 PLC 0 $ first activation GRP 717 CS 11 FACD 1 PLC 0 $ first activation GRP 718 CS 11 FACD 1 PLC 0 $ first activation GRP 719 CS 11 FACD 1 PLC 0 $ first activation GRP 720 CS 11 FACD 1 PLC 0 $ first activation GRP 721 CS 11 FACD 1 PLC 0 $ first activation GRP 722 CS 11 FACD 1 PLC 0 $ first activation GRP 723 CS 11 FACD 1 PLC 0 $ first activation GRP 724 CS 11 FACD 1 PLC 0 $ first activation GRP 725 CS 11 FACD 1 PLC 0 $ first activation GRP 726 CS 11 FACD 1 PLC 0 $ first activation GRP 727 CS 11 FACD 1 PLC 0 $ first activation GRP 728 CS 11 FACD 1 PLC 0 $ first activation GRP 729 CS 11 FACD 1 PLC 0 $ first activation GRP 730 CS 11 FACD 1 PLC 0 $ first activation GRP 731 CS 11 FACD 1 PLC 0 $ first activation GRP 801 CS 11 FACD 1 PLC 0 $ first activation GRP 802 CS 11 FACD 1 PLC 0 $ first activation GRP 803 CS 11 FACD 1 PLC 0 $ first activation GRP 804 CS 11 FACD 1 PLC 0 $ first activation GRP 805 CS 11 FACD 1 PLC 0 $ first activation GRP 806 CS 11 FACD 1 PLC 0 $ first activation GRP 807 CS 11 FACD 1 PLC 0 $ first activation GRP 808 CS 11 FACD 1 PLC 0 $ first activation GRP 809 CS 11 FACD 1 PLC 0 $ first activation GRP 810 CS 11 FACD 1 PLC 0 $ first activation GRP 811 CS 11 FACD 1 PLC 0 $ first activation GRP 812 CS 11 FACD 1 PLC 0 $ first activation GRP 813 CS 11 FACD 1 PLC 0 $ first activation GRP 814 CS 11 FACD 1 PLC 0 $ first activation GRP 815 CS 11 FACD 1 PLC 0 $ first activation GRP 816 CS 11 FACD 1 PLC 0 $ first activation GRP 817 CS 11 FACD 1 PLC 0 $ first activation GRP 818 CS 11 FACD 1 PLC 0 $ first activation GRP 819 CS 11 FACD 1 PLC 0 $ first activation GRP 820 CS 11 FACD 1 PLC 0 $ first activation GRP 821 CS 11 FACD 1 PLC 0 $ first activation GRP 822 CS 11 FACD 1 PLC 0 $ first activation GRP 823 CS 11 FACD 1 PLC 0 $ first activation GRP 824 CS 11 FACD 1 PLC 0 $ first activation GRP 825 CS 11 FACD 1 PLC 0 $ first activation GRP 826 CS 11 FACD 1 PLC 0 $ first activation GRP 827 CS 11 FACD 1 PLC 0 $ first activation GRP 828 CS 11 FACD 1 PLC 0 $ first activation GRP 829 CS 11 FACD 1 PLC 0 $ first activation GRP 830 CS 11 FACD 1 PLC 0 $ first activation GRP 831 CS 11 FACD 1 PLC 0 $ first activation GRP 832 CS 11 FACD 1 PLC 0 $ first activation LC 4011 TYPE - TITL "fixing joints " $ dead load via GRP FACD END END END $ $ ************************************************************* $ ************************************************************* $ ************************************************************* !#!Kapitel Check print stresses in construction stages $ $ ************************************************************* -PROG AQB urs:check0 $ Check print stresses in construction stages HEAD Check print stresses in construction stages $ Please look for "Analysis of Section - Normal Stresses" in the AQB report ECHO SECT,COMB,FORC,REIN,STRE,USEP NO ECHO TABS 1+2 $ 1+2 = print all tendons separately $ please insert CTRL AQB TEXT 'ECHO TABS 2' $ to only get the sum of all tendons CTRL SVRF 1.00000 $ take into account reinforcement for C+S CTRL VM VAL2 1.0 $ take into account normal force delta-N of torsion in bending design DESI CTRL WARN 117 $ otherwise warning as no tendons exist in beam elements $ $ beams to be used: BEAM 116001 x 0.000[m] CS - $ sections without construction stages $ $ loadcases to be used: LC 5??? $ all 5000...GPC-loadcases as in the LC-list in file _csmlf.dat ECHO FORC YES $ to check the automatic found and applied loadcases -> Considered Load Cases $ $ Combinations: $ ************************************************************* $ stresses in single loadcases: COMB SOLO LC1 1001 TITL 'primary loadcase CSM' CST 1 COMB SOLO LC1 5002 TITL "Solo_02 bearing cable er" CST 2 COMB SOLO LC1 5011 TITL "Solo_11 fixing joints " CST 11 $ ************************************************************* $ stresses in sum of loadcases: COMB LINE $ ***************** separation line COMB EXTR LC1 LC2 LC3 LC4 LC5 LC6 LCST=7002 CST=2 TITL="Sum_02 bearing cable ere" SUM 5002 COMB EXTR LC1 LC2 LC3 LC4 LC5 LC6 LCST=7011 CST=11 TITL="Sum_11 fixing joints " SUM 5002 5011 COMB GMAX LCST 7999 $ stores extreme values of stresses of all COMB lines. STRE E $ prints linear stresses of combinations $ Please look for "Analysis of Section - Normal Stresses" in the AQB report END $ ************************************************************* $ following a picture input with AQB remarks - see report $ ************************************************************* $ $ PICT - defining a picture - all in [cm] XCM 18.0 YCM 12.0 TEXT 'Check print stresses in construction stages ' $ $ GNT – scaling of the pict area: from 0.0->1.0 : GNT 1 -1 XMIN 0.0 XMAX 1.0 YMIN 0.0 YMAX 1.05 $ $ draw lines: - here a surrounding box: GPL x1 0.02 0.02 x2 0.98 0.02 x3 0.98 1.03 x4 0.02 1.03 x5 0.02 0.02 $ $ GTXI - Test attributes : H in [cm] GTXI H 0.37 HALI LEFT VALI HALF $ $ text: GTXT X 0.05 Y 0.98 TEXT 'Check print stresses in construction stages ' GPL x1 0.05 0.95 x2 0.60 0.95 GPL x1 0.05 0.94 x2 0.60 0.94 GTXT X 0.05 Y 0.90 TEXT 'Please look for "Analysis of Section - Normal Stresses" in the AQB report: ' GTXT X 0.05 Y 0.85 TEXT '(in the results report directly above this picture) ' GTXI H 0.26 HALI LEFT VALI HALF GTXT X 0.06 Y 0.80 TEXT '- Analysis of Section ' GTXT X 0.06 Y 0.76 TEXT ' - Normal Stresses ' GTXT X 0.06 Y 0.72 TEXT 'S Loadcase N[kN] My[kNm] Mz[kNm] Pt TOP Pt BOT Ten 1 ' GTXT X 0.06 Y 0.68 TEXT 'CS0 Solo_10 G_1 ... ' GTXT X 0.586 Y 0.68 TEXT 0.0 GTXT X 0.51 Y 0.68 TEXT +5.0 GPL x1 0.05 0.82 x2 0.70 0.82 x3 0.70 0.65 x4 0.05 0.65 x5 0.05 0.82 GTXI H 0.37 HALI LEFT VALI HALF GTXT X 0.05 Y 0.60 TEXT 'With Solo at first the differential stresses of each stage are printed. ' GTXT X 0.05 Y 0.45 TEXT 'At the end of the table you can find the real total stresses (summed up): ' GTXI H 0.26 HALI LEFT VALI HALF GTXT X 0.06 Y 0.40 TEXT 'S Loadcase N[kN] My[kNm] Mz[kNm] Pt TOP Pt BOT Ten 1 ' GTXT X 0.06 Y 0.36 TEXT 'BA0 10 G_1 ... ' GTXT X 0.06 Y 0.32 TEXT 'Brutt 11 prestress .. ' GTXT X 0.06 Y 0.28 TEXT 'Brutt 15 creep ... ' GTXT X 0.06 Y 0.24 TEXT 'Brutt 25 creep ... ' GTXT X 0.06 Y 0.20 TEXT 'Brutt 35 creep ... ' GTXT X 0.586 Y 0.36 TEXT 0.0 GTXT X 0.56 Y 0.32 TEXT 1220.0 GTXT X 0.56 Y 0.28 TEXT 1160.0 GTXT X 0.56 Y 0.24 TEXT 1140.0 GTXT X 0.56 Y 0.20 TEXT 1095.0 GTXT X 0.51 Y 0.36 TEXT +5.0 GTXT X 0.51 Y 0.32 TEXT -4.3 GTXT X 0.51 Y 0.28 TEXT -3.2 GTXT X 0.51 Y 0.24 TEXT -2.5 GTXT X 0.51 Y 0.20 TEXT -2.1 GPL x1 0.05 0.42 x2 0.70 0.42 x3 0.70 0.17 x4 0.05 0.17 x5 0.05 0.42 GPL x1 0.63 0.33 x2 0.63 0.21 GPL x1 0.636 0.33 x2 0.636 0.21 GPL x1 0.62 0.22 x2 0.633 0.20 GPL x1 0.633 0.20 x2 0.646 0.22 GPL x1 0.64 0.25 x2 0.71 0.31 GTXI H 0.31 HALI LEFT VALI HALF GTXT X 0.72 Y 0.32 TEXT 'In row Ten 1 you can ' GTXT X 0.72 Y 0.28 TEXT 'best see the stress ' GTXT X 0.72 Y 0.24 TEXT 'loss in the tendons ' GPL x1 0.50 0.23 x2 0.39 0.15 GTXT X 0.12 Y 0.13 TEXT 'In row Pt BOT you can find the real stresses in a stress point BOT. The stresses printed ' GTXT X 0.12 Y 0.09 TEXT 'here include all effects including creep and shrinkage losses and are availabe ' GTXT X 0.12 Y 0.05 TEXT 'in WINGRAF und RESULTS on the 7000... combination loadcases (following section plots). ' GTXT X 0.72 Y 0.40 TEXT '(example values) ' $ End of picture END $ -PROG RESULTS urs:result1 HEAD Plot Check print total stresses of accumulated loadcases SIZE URS SC 0 let#AQUP_sig 20000 $ 1 cm corresponds to #AQUP_sig kN/m2 let#AQUP_sss 100000 $ reinforcement steel stresses CTRL WARN 802,821 $ in case the section would not have any reinforcement, a warning would occur $ $ next element LET#N 116001 ; LET#x 0.000[m] PICT TITL "CSM CS 2 beam 116001 x= 0.00 bearing cable erection" LC 7002 ENO #N x #x CROS TYPE SIG ETYP BEAM RTYP NONL SCHH 0.25 REPR DLIN FILL NO $ UNIT #AQUP_sig $ 1 cm = ... N/mm2 and ; CROS TYPE RFS ETYP BEAM RTYP NONL SCHH 0.25 REPR DLIN FILL NO UNIT #AQUP_sss $ Reinforcement stresses PICT TITL "CSM CS 11 beam 116001 x= 0.00 fixing joints" LC 7011 ENO #N x #x CROS TYPE SIG ETYP BEAM RTYP NONL SCHH 0.25 REPR DLIN FILL NO $ UNIT #AQUP_sig $ 1 cm = ... N/mm2 and ; CROS TYPE RFS ETYP BEAM RTYP NONL SCHH 0.25 REPR DLIN FILL NO UNIT #AQUP_sss $ Reinforcement stresses END $ END END Overview loadcases. (see also CSM manual chapter 2 loadcases) --------------------------------------------------------------------- Total CS displacements and forces starting at loadcase number. 4000 Difference displacements and forces starting at loadcase number. 5000 AQB inner stresses from creep and shrinkage at loadcase number. 6000 Stress results of the AQB-LCST-evaluation at loadcase number. 7000 [to check prestress normal force after creep and shrinkage : -> WINGRAF beam normal force LC 7000ff ] $