! PIDATA: read in PROJECT IDENTIFICATION data cards 1.* ex1_MODE10.i2a ! card 1.1 IFILE_DUMMY = copy of input filename [255 char] EX1_MODE10.O2A ! card 1.2 OFILE = output text filename [255 char] EX1_MODE10.O2A.PDF ! card 1.3 PFILE = output plot filename [PDF format] [255 char] CAISSON_VHM ! card 1.4 CPROG = program name = 'CAISSON_VHM' [020 char] RUN 2A: as RUN 2 BUT NCGEOM=12 (D FROM 3 TO 9M) ! card 1.5 RTITLE = a/n run title [132 char] VERIFY MODE10 ! card 1.6 PTITLE = a/n project(plate) title [132 char] SKA/MAN/003 ! card 1.7 PROJNO = a/n report/project number [030 char] CAISSON_VHM ! card 1.8 LOCATN = a/n location name [030 char] ! ------!------------------------!----------------------------!------------------------! ! MODE ! FIND ! FOR GIVEN ! FOUNDATION ! ! _VHM ! ! CAISSON LOAD ! TYPE ! ! ------!------------------------!----------------------------!------------------------! ! 10 ! Lopt ! D VHM ! support ! ! 11 ! Lopt_fix,Mopt ! D VH- ! support (fixed head) ! ! 12 ! FOS_MH ! D, L -HM ! support (L/D>1,V*<<1) ! ! 13 ! FOS_VHM ! D, L VHM ! support (L/D<2) ! ! 14 ! FOS_Hmax ! D, L -H- ! support (fixed head) ! ! 15 ! FOS_VHmax ! D, L VH- ! support (fixed head) ! ! 16 ! VH ! D, L ex (ex=M/V) ! support (DNV,1992) ! ! 17 ! VM ! D, L ez (ez=M/H) ! support (FEBV,2013) ! ! ------!------------------------!----------------------------!------------------------! ! 20 ! Lopt_fix, zlug_opt_fix ! D z, Tz, theta_z ! anchor (chain profile) ! ! 21 ! Lopt_fix, zlug_opt_fix ! D Tlug, theta_lug! anchor ! ! 22 ! Tlug ! D, L, zlug theta_lug ! anchor ! ! 23 ! FOS_Tlug ! D, L, zlug z, Tz, theta_z ! anchor (chain profile) ! ! ------!------------------------!----------------------------!------------------------! ! GMDATA: read in GROUND MODEL data cards 2.* 16 ! card 2.1 NUMSL: #soil layers ! z gsub su_t su_b ! cards 2.2 SOIL_MAT: soil data matrix ! [m] [kN/m3] [kPa] [kPa] ! cards 2.2 SOIL_MAT [NUMSL+1 rows, 4 numbers per row] 0.00 6.00 2.70 4.50 ! 2.00 6.00 4.50 16.20 ! 4.70 6.00 16.20 17.34 ! 5.80 6.00 17.34 19.11 ! 7.50 6.00 19.11 24.20 ! 12.40 6.00 24.20 24.30 ! 12.50 6.00 27.90 28.80 ! 15.00 6.00 34.20 34.20 ! 15.60 6.00 34.20 34.20 ! 16.50 6.00 34.20 34.20 ! 20.50 6.00 31.50 31.50 ! 22.50 6.00 31.50 39.27 ! 25.00 6.00 39.27 48.60 ! 28.00 6.00 48.60 48.60 ! 30.00 6.00 48.60 48.60 ! 32.00 6.00 48.60 55.80 ! 41.00 ! ZBOT: bottom of soil profile 1.00 ! card 2.3 MFAC: soil strength material factor ! PSDATA: read in PROBLEM SOLUTION DATA - cards 3.* kay+palix_2011 ! card 3.1 VHM_MODEL: model 10 ! card 3.2 MODE_VHM: problem solution mode pointer ! CFDATA: read in CAISSON FOUNDATION GEOMETRY DATA - cards 4.* 10 ! card 4.1 NCGEOM: #caisson geometries circular ! card 4.2 CGEOM: a/n caisson geometry = 'CIRCULAR' 0 0.01 0.02 ! card 4.3 NFHXP; #x-plates WT_D_SIDE WT_D_TOP: wt/D ratios 1 0.00 ! card 4.4 IRO_LUG R_LUG [2 numbers] ! lug radial offset pointer and radial offset (anchor foundation) ! INPUT CARDS 4.5 IF MODE_VHM = 10 through 15 (support foundation) ! INPUT CARDS 4.6 IF MODE_VHM = 20 or 21 or 22 (anchor foundation) ! D ?L ! cards 4.5 CAISSON_MAT: caisson geometry matrix ! [m] [m] ! cards 4.5 CAISSON_MAT: [NCGEOM rows, 2 columns] 2.50 ! ? missing text 3.00 ! ? missing text 4.00 ! ? missing text 5.00 ! ? missing text 6.00 ! ? missing text 7.00 ! ? missing text 8.00 ! ? missing text 8.50 ! ? missing text 9.00 ! ? missing text 9.50 ! ? missing text ! SSIDAT: read in STEEL-SOIL INTERACTION DATA - cards 5.* 0.65 0.65 1.00 ! card 5.1 ALPHA_Fo ALPHA_Fi ETA_Fo 1.00 0.50 1 0. ! card 5.2 ETA_REB ALPHA_D_SU IPLUG_VMODE VMAX_USER 1.00 1.00 1.00 ! card 5.3 ETA_AMH ETA_BMH ETA_PHIMH ! INPUT CARDS 6 if MODE_VHM = 10 through 15 (support foundation) ! INPUT CARDS 7 and 8 if MODE_VHM = 20, 21 or 22 (anchor foundation) ! LDATA_SUPPORT: read in LOAD DATA - cards 6.* 1 1 ! card 6.1 NLC: #load cases NLFAC_LC: #load factors per load case ! INPUT CARD 6.2 IF NLFAC_LC > 0 1.00 ! card 6.2 LFAC_LC: load factors per load case ! INPUT CARDS 6.3 IF MODE_VHM = 10, 11, 12 or 13 (support foundation, VHM load) ! INPUT CARDS 6.4 IF MODE_VHM = 14 or 15 (support foundation, ex, ez load) ! OMIT LOAD FACTOR COLUMN(S) IF NLFAC_LC > 0 ! V H M (lfac) ! cards 6.3 LOAD_MAT: load data matrix ! [kN] [kN] [kNm] [-] ! cards 6.3 LOAD_MAT: [NLC rows, 3or4 columns for MODE_VHM=10] 3100.0 1200.0 8800.0 1.00 ! LC1 ! MISDAT: read in MISCELLANEOUS OUTPUT DATA - cards 9.* 0 0 ! card 9.1 IOUTD IOUTE [2 numbers] 0.100E-03 15 5 ! card 9.2 EPS_INT JMAX_INT JMIN_INT -------------- end of data input - CAISSON_VHM 00.11 ! INPUT FORMAT CHANGE(S) ! SSIDAT card 5.3 ETA_AMH, ETA_BMH, ETA_PHIMH [3 numbers] ! was card 5.3 ETA_AMH, ETA_BMH [2 numbers]