MCT Command Update
|
|
The changes in the MCT command are highlighted in yellow. |
|
Update in Civil 2020 v2.1 There are no changes in the MCT command in this version.
Update in Civil 2020 v1.1 *DGN-CONC ; Concrete Design Code *DGN-CONC ; Concrete Design Code ; CODE=CODE, RHOC, RHOR, RHOW, MRF, SHR-RATIO { , METHOD, A1, A2, A2_COLM, bSCWB } ; line 1 ; [ACI318-89] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V ; line 2 ; [ACI318-95] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V ; line 2 ; [ACI318-99] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V ; line 2 ; [ACI318-02] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB ; line 2 ; [ACI318-05] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB ; line 2 ; [ACI318-08] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB, SPWALL, BNDR-MTHD, CD, IE, FRMTYPE, 2NDGRUP, RHOS, bTOR, TRFT; line 2 ; [ACI318-11] : bCHEKCBEAM, bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB, SPWALL, BNDR-MTHD, CD, IE, FRMTYPE, 2NDGRUP, RHOS, bTOR, TRFT; line 2 ; [ACI318-14] : bCHEKCBEAM, bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB, SPWALL, BNDR-MTHD, CD, IE, FRMTYPE, 2NDGRUP, RHOS, bTOR, TRFT, bBC-JOINT; line 2 ; [ACI318M-14] : bCHEKCBEAM, bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB, SPWALL, BNDR-MTHD, CD, IE, FRMTYPE, 2NDGRUP, RHOS, bTOR, TRFT, bBC-JOINT; line 2 ; [NSR-10] : bCHEKCBEAM, bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB, SPWALL, BNDR-MTHD, CD, IE, FRMTYPE, 2NDGRUP, RHOS, bBC-JOINT; line 2 ; [AIK-USD94] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V ; line 2 ; [TWN-USD92] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, bTOR, TRFT, SCWB ; line 2 ; [TWN-USD100] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, bTOR, TRFT, SCWB ; line 2 ; [KCI-USD99] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB ; line 2 ; [KCI-USD03] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB ; line 2 ; [KCI-USD07] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB, SPWALL, BNDR-MTHD, CD, IE, FRMTYPE, 2NDGRUP, bTOR, TRFT; line 2 ; [KCI-USD12] : bSPECIAL, PHI-B, PHI-T, PHIC1, PHI-C2, PHI-V, TLF, SLF, TSLCB, SPWALL, BNDR-MTHD, CD, IE, EXPOSURE, FRMTYPE, 2NDGRUP, bTOR, TRFT; line 2 ; [BS8110-97] : GAMMA-MC, GAMMA-MS, GAMMA-MV ; line 2 ; [EUROCODE2] : GAMMA-CF, GAMMA-CA, GAMMA-SF, GAMMA-SA, iSCODE ; line 2 ; [EUROCODE2:04] : GAMMA-CF, GAMMA-CA, GAMMA-SF, GAMMA-SA, ALPHACC, iSCODE, ; line 2 ; bRULE, WEAK-FACT, iDUC, GAMMA-RD-B, GAMMA-RD-C, S-GRUP ; line 2 ; FRAMETYPE, AUA1, SPLCK, SOILFACTOR, TB, TC, TD, AGR, I, DAMPINGRAT, BCJOINT, NTC2008, UF, GAMMA-RD-W, GAMMA-RD-J ; line 2 ; STRUT-ANG, bBEHAVIOR-FACT, BEHAVIOR-FACT-VALUE_q, BEHAVIOR-FACT-VALUE_qo, iNTC, bVCWALL, bVCCOLM, dPHIEF, bAUTOA, bAUTOC, A, B, C, bTOR ; line 2 ; bSHELL, dSHELLHORIZ, DSHELLVERT ; line 2 ; [EUROCODE2-2:05]: GAMMA-CF, GAMMA-CA, GAMMA-SF, GAMMA-SA, GAMMA_CL, GAMMA_SL, ALPHACC, iSCODE, STRUT-ANG,; line 2 ; bSHELL, dSHELLHORIZ, DSHELLVERT ; line 2 ; [IS456:2000] : bSPECIAL, GAMMA-C, GAMMA-S, FOS, SubRex ; line 2 ; [GB50010-02] : bSPECIAL, GAMMA-C, GAMMA-S, KIND, iSlabType ; line 2 ; [GB50010-10] : bSPECIAL, GAMMA-C, GAMMA-S, KIND, iSlabType, bTOR, TRFT ; line 2 ; [CSA-A23.3-94] : bSPECIAL, PHI-C, PHI-S, PHI-M ; line 2 ; [AIK-WSD2K] : bSPECIAL ; line 2 ; [AIJ-WSD99] : bSPECIAL, KIND ; line 2 ; [AASHTO-LRFD12] : bSPECIAL, PHI-B, PHI-T, PHI-C1, PHI-C2, PHI-V, KIND ; line 2 ; [AASHTO-LRFD02] : bSPECIAL, PHI-B, PHI-T, PHI-C1, PHI-C2, PHI-V, KIND ; line 2 ; [AASHTO-LFD96] : bSPECIAL, PHI-B, PHI-T, PHI-C1, PHI-C2, PHI-V ; line 2 ; [KSCE-USD05] : bSPECIAL, PHI-B, PHI-T, PHI-C1, PHI-C2, PHI-V ; line 2 ; [KSCE-USD96] : bSPECIAL, PHI-B, PHI-T, PHI-C1, PHI-C2, PHI-V ; line 2 ; [KSCE-RAIL-USE04] : bSPECIAL, PHI-B, PHI-T, PHI-C1, PHI-C2, PHI-V ; line 2 ; [TWN-BRG-LSD90] : bSPECIAL, PHI-B, PHI-T, PHI-C1, PHI-C2, PHI-V ; line 2 ; [JTJ023-85] : GAMMA-C, GAMMA-S, KIND ; line 2 ; [CSA-S6-00] : bSPECIAL, PHI-C, PHI-S, KIND ; line 2 ; [CSA-S6-14] : bSPECIAL, PHI-C, PHI-S, KIND ; line 2 ; [IRC:21-2000] : GAMMA-C, GAMMA-S ; line 2 ; [SNiP 2.05.03-84*] : nBRIDGE, bmb7mb8, mb7mb8Type, mb7, mb8, bmb9, mb9Type, mb9 ; line 2 ; [SP 35.13330.2011] : nBRIDGE, bmb7mb8, mb7mb8Type, mb7, mb8, bmb9, mb9Type, mb9 ; line 2 ; Member Check : bBEAM, bCOLM, bBRCE, bWALL, bSLAB, bMAT, bRBEAM, bRCOLM, bRBRCE, bRWALL, bRSLAB, bRMAT, bSBEAM, bCANTIL, bUNDER-BM/COLM *MPHI-CURVE ; M-Phi Curve ; iMPHI, NAME, SECT, nPOS, MATC1, MATC2, MATS, dAXIALF, dAXIALA, nPOINT, bIDEAL, bCURV, dCURV, .... ; bEVGP, EVGP, nEVGPPOS, nIDEALOPT, MATC1T, MATC2T, nAXIALF, ANALTYPE, LCNAME, MNMXTYPE *IHINGE-PROP ; Inelastic Hinge Property *IHINGE-PROP ; Inelastic Hinge Property ; NAME, bAUTO, MTYPE, MCODE, iMATL, iSECT, MBTYPE, ELPOS, ITYPE, HTYPE, DEF, FIBER, R, CONS-OUT, DESC ; line 1 ; bExistIJ_FX, bExistIJ_FY, bExistIJ_FZ, bExistIJ_MX, bExistIJ_FY, bExistIJ_MZ, bExistIJ_YS ; line 2 ; bFx, HLOC[NSECT], HYST, [M_PROP] ; line 3 ; bFy, HLOC[NSECT], HYST, [M_PROP] ; line 4 ; bFz, HLOC[NSECT], HYST, [M_PROP] ; line 5 ; bMx, HLOC[NSECT], HYST, [M_PROP] ; line 6 ; bMy, HLOC[NSECT], HYST, [M_PROP] ; line 7 ; bMz, HLOC[NSECT], HYST, [M_PROP] ; line 8 ; bPMAUTO, PC0, [PMDATA], [PMDATA] ; line 9 ; bYSAUTO, GAMMA1ST, GAMMA2ND, ALPHA, COUPLING, [YSDATA], [YSDATA] ; line 10 ; [M_PROP] : iSYM, iIM, DEFORM, SFTYPE, STIFF, iITYPE, [DATA]-TENS, [DATA]-COMP ; KIN, ORG, PKO, DEG, NBI, EBI, ETR, ETE ; [M_PROP] : iSYM, iIM, DEFORM, SFTYPE, STIFF, iITYPE, [DATA]-TENS, [DATA]-COMP, EXPO ; CLO ; [M_PROP] : iSYM, iIM, DEFORM, SFTYPE, STIFF, iITYPE, [DATA]-TENS, [DATA]-COMP, EXPO, FACTOR ; TAK, MTK, TTE, MTT ; [M_PROP] : iSYM, iIM, DEFORM, SFTYPE, STIFF, iITYPE, [DATA]-TENS, [DATA]-COMP, IGT, IGC ; SLBI, SLBT, SLBC, SLTR, SLTT, SLTC ; [M_PROP] : Qd50, H, ALF, Rmin ; LIBI ; [M_PROP] : iSW, H, Area, Rmin, bRmUPDATE ; LITR ; [M_PROP] : iSW, H, Area, Gs, Hs, Us ; HDRI ; [M_PROP] : CD, MD ; RO ; [M_PROP] : CD ; HD ; [M_PROP] : MULTI LINEAR TYPE ; MULT ; [M_PROP] : DEFORM, bSYM, bMULT, SUBCOUNT, YS-P1P, YS-P1N, bUSER-D, YD-D1P, YD-D1N, ; FEMA ; : STIF_METHOD, STIFF, IO-P, LS-P, CP-P, IO-N, LS-N, CP-N, bUSER-RATIO ; ; : bSHAPE, SHAPE, bSTRLOSS, STRLOSS, INFILLTYPE, bTOTALSTRLOSS, TOTALSTRLOSS, UNLOADTYPE, dEXP, dPRFACT, INFILLSTIFF, KMI, KMS, HM, TM; ; : EN-FR, DN-FR, CN-FR, BN-FR, A-FR, BP-FR, CP-FR, DP-FR, EP-FR ; F/FY or M/MY ; ; : EN-DR, DN-DR, CN-DR, BN-DR, A-DR, BP-DR, CP-DR, DP-DR, EP-DR ; D/DY ; ; : AXIAL, IO-P, LS-P, CP-P, IO-N, LS-N, CP-N ; (bMULT=YES), Loop SUBCOUNT ; ; : EN-FR, DN-FR, CN-FR, BN-FR, A-FR, BP-FR, CP-FR, DP-FR, EP-FR ; (bMULT=YES) F/FY or M/MY ; ; : EN-DR, DN-DR, CN-DR, BN-DR, A-DR, BP-DR, CP-DR, DP-DR, EP-DR ; (bMULT=YES) D/DY ; ; [M_PROP] : iSYM, bMULT, -1, iAXIS, iDIPFORC, DISP11, ... DISPNM, FORC11, ... FORCNM, ..., dINITSTFP, dINITSTFM, iDEFORM, DEFORMCAPA11, ... DEFORMCAPA25, iHARDING, iBETA ; PMMC ; [PMDATA] : MC0, PC, PCB, MC, PY, PYB, MY, P1ST1, .. P1ST11, M1ST1, .. M1ST11, P2ND1, .. P2ND11, M2ND1, .. M2ND11 ; [YSDATA] : BETAY1ST, BETAY2ND, BETAZ1ST, BETAZ2ND ; [DATA] : YS-P1, YS-P2, YS-P3, YS-P4, SRR1, SRR2, SRR3, SRR4, HSL1, ... HSL5 ; iITYPE=0 ; [DATA] : YS-P1, YS-P2, YS-P3, YS-P4, YD-D1, YD-D2, YD-D3, YD-D4, HSL1, ... HSL5 ; iITYPE=1 *STAGE-CTRL ; Construction Stage Analysis Control Data *STAGE-CTRL ; Construction Stage Analysis Control Data ; bLAST-FINAL, FINAL-STAGE, CPFC, bEXT_REPL, bCALC-CFF, bCALC-CSP, bAPPLY-IMF, \ ; line 1 ; bCONV, bTRUSS, bBEAM, bITD, iITD, GROUP, \ ; line 1 ; bSAVE-OCS, bLFFC, LFFGR, bCAMBER, bSELFCONS, bCHANGE-CABLE ; line 1 ; bINC-NLA, iNLA-TYPE, bIEMF, iLSTEP, iMAXITER, bENEG, EV, bDISP, DV, bFORC, FV, CF, BSSTEP, ADSTEP ; line 2 ; bINC-PDL, iITER, TOL ; line 3 ; bINC-TDE, bCNS, TYPE, iITER, TOL, bTTLE_CS, bRCE, bVAR, bTTLE_ES, iTTLE_ES, bAPPLY-ELA ; line 4 ; bOUCC, bITS, iITS, bATS, iT10, iT100, iT1K, iT5K, iT10K ; line 5 ; bSD, iSDOPT, SDCONST, iBSC, bSDLE, GLC1, GLC2, ... ; line 6 ; LTYPECC, EREC, LCNAME1, LCNAME2, LCNAME3, ... ; from line 7~end *LOADCOMB ; Combinations ; NAME=NAME, KIND, ACTIVE, bES, iTYPE, DESC, iSERV-TYPE, nLCOMTYPE, nSEISTYPE ; line 1 ; ANAL1, LCNAME1, FACT1, ... ; from line 2 *TDN-PROPERTY ; Tendon Property *TDN-PROPERTY ; Tendon Property ; NAME, TYPE, MATL, AREA, DIA, RM, RC, FF, WF, US, YS, LT, ASB, ASE, bBONDED, ALPHA, \ ; bOSRF, FT, LR, FPK, ACHANGE, bRELAX, TDMFK, WobbleType, AngleDisp *TDM-TYPE ; Time Dependent Material *TDM-TYPE ; Time Dependent Material ; NAME=NAME, CODE, STR, HU, VOL, AGE, CFACTA, CFACTB, TYPE, [ACI1 or ACI2] ; CODE=ACI ; NAME=NAME, CODE, STR, HU, MSIZE, CTYPE, AGE ; CODE=CEB1990,KS,CEB1978,KSCE 2010,KCI-USD12,CEB-FIP2010 ; NAME=NAME, CODE, N1, PHI1, N2, PHI2 ; CODE=MEM ; NAME=NAME, CODE, STR, HU, USS, UCS, VOL, RR, MOD ; CODE=PCA ; NAME=NAME, CODE, STR, HU, VOL, UCS, VSR1, LAF, US, VSR, PST, bRCE, RR, MOD ; CODE=COMBINED ; NAME=NAME, CODE, STR, HTYPE, HU, MSIZE, CTYPE, AGE, CM ; CODE=JAPAN ; NAME=NAME, CODE, ELAST, HU, VOL, CC, WC, AGE ; CODE=JSCE ; NAME=NAME, CODE, STR, HTYPE, HU, MSIZE, AGE ; CODE=CHINA ; NAME=NAME, CODE, STR, HU, MSIZE, BSC, AGE ; CODE=JTG ; NAME=NAME, CODE, STR, HU, VSR, AGE, bEXPOSE ; CODE=AASHTO ; NAME=NAME, CODE, STR, HU, MSIZE, AGE ; CODE=INDIA(IRC:18-2000) ; NAME=NAME, CODE, STR, HU, MSIZE, CTYPE, AGE ; CODE=INDIA(IRC:112-2011) ; NAME=NAME, CODE, STR, HU, MSIZE, CTYPE, AGE, TCode, bSILICA ; CODE=European ; NAME=NAME, CODE, STR, EE(Not Use), FS, HT, DSE, DSC, AGE ; CODE=NZ Bridge(SP/M/022) ; NAME=NAME, CODE, STR, HU, AGE, M, CMETH, CTYPE, CREEP, CONCT, W, MAXS, A, PZ ; CODE=Russian ; NAME=NAME, CODE, STR, HU, MSIZE, BSC, AGE, FLYASH ; CODE=China(JTG3362-2018) ; NAME=NAME, CODE, STR, EE, HT, DSC, DSCUSR, AGE ; CODE=Australia ; NAME=NAME, CODE, bSSF, SSFNAME ; CODE=USER(line1) ; CREEPFUNC1, AGE1, CREEPFUNC2, AGE2, ... ; USER(from line 2) ; [ACI1] : CURE, SLUMP, FAP, AIR, CC ; [ACI2] : UCC, USS *THICKNESS ; Thickness ; iTHK, NAME, TYPE, bSAME, THIK-IN, THIK-OUT, bOFFSET, OFFTYPE, VALUE ; TYPE=VALUE ; iTHK, TYPE, SUBTYPE, RPOS, WEIGHT ; TYPE=STIFFENED, SUBTYPE=VALUE ; SHAPE, THIK-IN, THIK-OUT, HU, HL ; for yz section ; SHAPE, THIK-IN, THIK-OUT, HU, HL ; for xz section ; iTHK, TYPE, SUBTYPE, RPOS, PLATETHIK ; TYPE=STIFFENED, SUBTYPE=USER ; bRIB {, SHAPE, DIST, SIZE1, SIZE2, ..., SIZE6} ; for yz section ; bRIB {, SHAPE, DIST, SIZE2, SIZE2, ..., SIZE6} ; for xz section ; iTHK, TYPE, SUBTYPE, RPOS, PLATETHIK, DBNAME ; TYPE=STIFFENED, SUBTYPE=DB ; bRIB {, SHAPE, DIST, SNAME} ; for yz section ; bRIB {, SHAPE, DIST, SNAME} ; for xz section *FIBER-MATL ; Inelastic Material Properties *FIBER-MATL ; Inelastic Material Properties ; NAME, TYPE, [CONC] ; TYPE=CONC ; NAME, TYPE, [STEEL] ; TYPE=STEEL ; [CONC] HMODEL, FC, Eco, K, Z, Ecu ; HMODEL=KPM ; [CONC] HMODEL, FC, EPEAK ; HMODEL=JCSSM ; [CONC] HMODEL, iEQ, Ec, sck, ssy, a, sbt, Ah, s, d, b, nSTR ; HMODEL=JRSM ; [CONC] HMODEL, Ec, sck, ssy, a, sbt, Ah, s, d, b, nSTR ; HMODEL=JRSMH24 ; [CONC] HMODEL, sck, ecc, K, ecu, eto, etu, et1 ; HMODEL=NHCM ; [CONC] HMODEL, iIM, sc1, sc2, sc3, e, et1, etu, [TCM] ; HMODEL=TCM ; [CONC] HMODEL, FCR, FTR, ECR, ETR, EC ; HMODEL=CHINA (GB50010-10) ; [CONC] HMODEL, nConc, bfco', fco', beco, eco, nEc, Ec, ... ; HMODEL=MANDER ; [CONC] ... nft', ft', et, nSectRebar, bAcc, Acc, bAe, Ae, ... ; HMODEL=MANDER ; [CONC] ... bke, ke, bfl, fl, bfcc, fcc, becc, ecc, becy, ecy, ... ; HMODEL=MANDER ; [CONC] ... nRect, nCirc, bc, wxi, n, dc, wyj, m, ds, ... ; HMODEL=MANDER ; [CONC] ... nLR, nRNum, sR, RA, bpcc, pcc, nGR, sG, GA, ... ; HMODEL=MANDER ; [CONC] ... s, s', nGNumX, nGNumY, GAsx, GAsy ... ; HMODEL=MANDER ; [CONC] ... bfyh, fyh, bAsx, bAsy, bpx, px, bpy, py ... ; HMODEL=MANDER ; [CONC] ... bflx, flx, bfly, fly, bfyh, fyh, bR, bps, ps ; HMODEL=MANDER ; [STEEL] HMODEL, FY, E, B ; HMODEL=MPM ; [STEEL] HMODEL, FY, E1, E2/E1 ; HMODEL=BM ; [STEEL] HMODEL, sy, scy, e1, e2, E1, E2, E3, E4, E5 ; HMODEL=GBM ; [STEEL] HMODEL, iIM, s1y, s2y, s3y, S1y, S2y, S3y, [TSM] ; HMODEL=TSM ; [STEEL] HMODEL, fy, fu, Es, Esh, Esu ; HMODEL=PM ; [STEEL] HMODEL, Sig_sy, Es, est ; HMODEL=JRSM_S ; [TCM] ec1, ec2, ec3, ecu ; iIM=0 ; [TCM] K1, K2/K1, K3/K1, ecu ; iIM=1 ; [TSM] e1y, e2y, e3y ; iIM=0 ; [TSM] K1, K2/K1, K3/K1 ; iIM=1 *SPRING ; Point Spring Supports *SPRING ; Point Spring Supports ; NODE_LIST, Type, F_SDx, F_SDy, F_SDz, F_SRx, F_SRy, F_SRz, SDx, SDy, SDz, SRx, SRy, SRz ... ; DAMPING, Cx, Cy, Cz, CRx, CRy, CRz, GROUP, [DATA1] ; LINEAR ; NODE_LIST, Type, Direction, Vx, Vy, Vz, Stiffness, GROUP, [DATA1] ; COMP, TENS ; NODE_LIST, Type, Direction, Vx, Vy, Vz, FUNCTION, GROUP, [DATA1] ; MULTI ; [DATA1] EFFAREA, Kx, Ky, Kz *MOVE-CTRL(BS) ; Moving Load Analysis Control *MOVE-CTRL(BS) ; Moving Load Analysis Control ; iIGP, UNUM, PLATE, bSTRCALC, bCONCURRENT, FRAME, bCSTRCALC, bREAC, bRGP, RGP, bDISP, bDGP, DGP, bFM, bFGP, FGP, bL, bLG, LGP, NUMLANE *PSC-DGN-PARAM ; PSC Design Parameter *PSC-DGN-PARAM ; PSC Design Parameter ; (When iCODE=1(JSCE02)) ; iCODE, iDIMTYPE, iBRGTYPE, iCRKCODE, iCRKWIDTH, iCRKWIDTHB, iPSREDU, iST, iCT ; line 1 ; bPR_DESIGN1, bPR_DESIGN2, ... , bPR_DESIGN5 ; line 2 ; bPR_STRUCT1, bPR_STRUCT2, ... , bPR_STRUCT5 ; line 3 ; bPR_MOMENT1, bPR_MOMENT2, ... , bPR_MOMENT8 ; line 4 ; bPR_SHEAR1, bPR_SHEAR2, ... , bPR_SHEAR5 ; line 5 ; bPR_TORSION1, bPR_TORSION2, ... , bPR_TORSION4 ; line 6 ; bPR_PAGENO, bPR_ETC, bPR_BACK1, bPR_BACK2, bPR_BACK3, bPR_BACK4 ; line 7 ; iPS_STRESS, iPS_KIND, bREFREBAR, bCMPWEB, iBRGDIR ; line 8 ; ; (When iCODE=2(KSCE_USD03), 4(KSCE_USD05), 5(KSCE_RAIL_USD04) 15(KSCE_USD10), ; 16(KSCE_RAIL_USD11)) ; iCODE, iDIMTYPE, iCRKWIDTH, iCRKWIDTHB, iFPS_METHOD, iTNDN_KIND, bRBAR ; line 1; ; bPR_SERVICE2, bPR_SERVICE3, ... , bPR_SERVICE5 ; line 2 ; bPR_STRENGTH1, bPR_STRENGTH2, ... , bPR_STRENGTH5 ; line 3 ; ; (When iCODE=3(JTG_D62_04)) ; iCODE, iDIMTYPE, iBRGTYPE, iSAFETYPE, iCASTTYPE, iCRKWIDTH, iCRKWIDTHB ; line 1 ; bPR_LEFT1, bPR_LEFT2, ... , bPR_LEFT6 ; line 2 ; bPR_RIGHT1, bPR_RIGHT2, ... , bPR_RIGHT4 ; line 3 ; ; (When iCODE=6(TB_10002_3_05)) ; iCODE, iDIMTYPE, iBRGTYPE ; line 1 ; bPR_BEAM1, bPR_BEAM2, ... , bPR_BEAM14 ; line 2 ; bPR_COLUMN1, bPR_COLUMN2, ... , bPR_COLUMN10 ; line 3 ; ; (When iCODE=9(AASHTO_LRFD07), 13(AASHTO_LRFD12), 14(CSA_S6_10), 23(AASHTO_LRFD14)) ; iCODE, iTNDN_KIND, iBRGTYPE, iCONSTRUCTION, iCORROSIVE, iFPS_METHOD, ; iEXPOSURE-TYPE, EXPOSURE-FACTOR ; line 1 ; bPR_SERVICE1, bPR_SERVICE2, ... , bPR_SERVICE7 ; line 2 ; bPR_STRENGTH1, bPR_STRENGTH2, ... , bPR_STRENGTH3 ; line 3 ; ; (When iCODE=10(EUROCODE2_2_05_PSC)),iCODE=22(IRC_112_2011_PSC)) ; iCODE, iANNEX, iTNDN_METHOD, iSHEARMETHOD, dTHETA, iEXPOSURECLASS, ; iCEMENTCLASS, bUSERINPUT, PRESTLTYPE ; line 1 ; bULTIMATEEURO[0], bULTIMATEEURO[1], bULTIMATEEURO[2],, bULTIMATEEURO[3], ; bSERVICEEURO[0], bSERVICEEURO[1], ... , bSERVICEEURO[4], bSERVICEEURO[5] ; line 2 ; dGAMMA_C_PT, dGAMMA_S_PT, dGAMMA_PS_PT, dGAMMA_C_A, dGAMMA_S_A, dGAMMA_PS_A, ; dGAMMA_C_SERV, dGAMMA_S_SERV ; line 3 ; dALPHA_CC, dALPHA_CTC ; line 4 ; dK1_SL, dK3_SL, dK4_SL, dK6_SL, dK1_PS, dK2_PS, dK5_PS, dK7_PS, dK8_PS ; line 5 ; dK_C_PS_STAGE, dK_T_PS_STAGE, dK_C_PS, dK_T_PS ; line 6 ; dK3_CR, dK4_CR ; line 7 ; dK3_FATIGUE ; line 8 ; (When iCODE=17(KSCE_LSD15_PSC)) ; iCODE, iANNEX, iTNDN_METHOD, iSHEARMETHOD, dTHETA, iEXPOSURECLASS, ; iCEMENTCLASS, bUSERINPUT, PRESTLTYPE, ; nTENDONTYPE, nBetaCalcType, nCalcCcType ; line 1 ; bULTIMATEEURO[0], bULTIMATEEURO[1], bULTIMATEEURO[2],, bULTIMATEEURO[3], ; bSERVICEEURO[0], bSERVICEEURO[1], ... , bSERVICEEURO[4], bSERVICEEURO[5] ; line 2 ; dGAMMA_C_PT, dGAMMA_S_PT, dGAMMA_PS_PT, dGAMMA_C_A, dGAMMA_S_A, dGAMMA_PS_A, ; dGAMMA_C_SERV, dGAMMA_S_SERV ; line 3 ; dALPHA_CC, dALPHA_CTC ; line 4 ; dK1_SL, dK3_SL, dK4_SL, dK6_SL, dK1_PS, dK2_PS, dK5_PS, dK7_PS, dK8_PS ; line 5 ; dK_C_PS_STAGE, dK_T_PS_STAGE, dK_C_PS, dK_T_PS ; line 6 ; dK3_CR, dK4_CR ; line 7 ; ; (When iCODE=12(CJJ11-2011)) ; iCODE, iDIMTYPE, iBRGTYPE, iSAFETYPE, iCASTTYPE, iCRKWIDTH, iCRKWIDTHB, iEXISTSPECIALLOAD ; line 1 ; bPR_LEFT1, bPR_LEFT2, ... , bPR_LEFT6 ; line 2 ; bPR_RIGHT1, bPR_RIGHT2, ... , bPR_RIGHT4 ; line 3 ; ; (When iCODE=18(SNiP 2.05.03-84*), 19(SP 35.13330.2011)) ; iCODE, iBRGTYPE, bmb7mb8, mb7mb8Type, mb7, mb8, bmb9, mb9Type, mb9 ; line 1 ; b1st_Grp1, b1st_Grp2, ... , b1st_Grp4 ; line 2 ; b2nd_Grp1, b2nd_Grp1, ... , b2nd_Grp6 ; line 3 ; ; (When iCODE=26(AS5100:5-17)) ; iCODE, iTNDN_METHOD, dAGGREGATESIZE ; line 1 ; bPR_SERVICE1, bPR_SERVICE2, ... , bPR_SERVICE7 ; line 2 ; bPR_STRENGTH1, bPR_STRENGTH2, ... , bPR_STRENGTH3 ; line 3 *HINGE-TYPE ; Pushover Hinge Type/Properties *HINGE-TYPE ; Pushover Hinge Type/Properties ; NAME=NAME, DESC ; 1st line ; ELEM_TYP, WALL_TYP, MAT_TYP, DEFINITION, INTERACTION, bHINGELENGTH, INTEGRATION ; 2nd line (ELEM_TYP=WALL) ; ELEM_TYP, MAT_TYP, DEFINITION, INTERACTION , bHINGELENGTH, INTEGRATION, HINGE_LENGTH[4], RELATIVE_LENGTH ; 2nd line ; HINGE_TYPE, PROP, FIBER, FIBER_AUTO, AUTO_R, R, AUTO_OUTPL, OUTPL, AS INTERACTION ; 3rd line ; bFx, HLOC[NSECT], [DISTR], [RAT_I], [RAT_J], SKCV, [M_PROP] ; 4rd line ; bFy, HLOC[NSECT], [DISTR], [RAT_I], [RAT_J], SKCV, [M_PROP] ; 5th line ; bFz, HLOC[NSECT], [DISTR], [RAT_I], [RAT_J], SKCV, [M_PROP] ; 6th line ; bMx, HLOC[NSECT], [DISTR], [RAT_I], [RAT_J], SKCV, [M_PROP] ; 7th line ; bMy, HLOC[NSECT], [DISTR], [RAT_I], [RAT_J], SKCV, [M_PROP] ; 8th line ; bMz, HLOC[NSECT], [DISTR], [RAT_I], [RAT_J], SKCV, [M_PROP] ; 9th line ; CALC, bSYM-IJ, [YSDATA]-I, [YSDATA]-J ; 10th line (MAT_TYPE=RC,STEEL, INTERACTION=PMM) ; BLDG_TYPE, COMP, SHEAR, COEFF ; 10th line (MAT_TYPE=MASONRY, DEFINITION=PIER) ; COMP, SHEAR, FORC ; 10th line (MAT_TYPE=MASONRY, DEFINITION=SPAN) ; [M_PROP] : CALC, TYPE, [PROP] ; (SKCV=BI,TRI,SLBI,SLTR) ; [M_PROP] : CALC, TYPE, bSYM_IJ, [PROP]-I, [PROP]-J ; (SKCV=BI,TRI,SLBI,SLTR, HLOC=IJ) ; [M_PROP] : CALC, bSYM_IJ, [FEMA] ; (SKCV=FEMA) ; [M_PROP] : CALC, [EC8] ; (SKCV=EC8) ; [M_PROP] : CALC, bSYM_IJ, [FEMA]-I [FEMA]-J ; (SKCV=FEMA, HLOC=IJ) ; [PROP] : bSYM, RATIO_OPT, [DATA]-TENS, [DATA]-COMP, STIF_METHOD, STIFF ; (SKCV=BI,TRI) ; [PROP] : bSYM, RATIO_OPT, [DATA]-TENS, [DATA]-COMP, STIF_METHOD, STIFF, bAutoSpan, SPAN ; (SKCV=TRI, RATIO_OPT=AIJ) ; [PROP] : SLIP_TYPE, RATIO_OPT, [DATA]-TENS, [DATA]-COMP, STIF_METHOD, STIFF, IGT, IGC ; (SKCV=SLBI,SLTR) ; [DATA] : YS-P1, YS-P2, YS-P3, SRR1, SRR2, SRRy, ; (TYPE=RATIO) ; [DATA] : YS-P1, YS-P2, YS-P3, YD-D1, YD-D2, YD-D3 ; (TYPE=DEFORM) ; [FEMA] : DEFORM, bSYM, bMULT, SUBCOUNT, YS-P1P, YS-P1N, bUSER-D, YD-D1P, YD-D1N, ; : STIF_METHOD, STIFF, IO-P, LS-P, CP-P, IO-N, LS-N, CP-N, bUSER-RATIO ; : bSHAPE, SHAPE, bSTRLOSS, STRLOSS, INFILLTYPE, bTOTALSTRLOSS, TOTALSTRLOSS, bUNLOADTYPE, UNLOADTYPE, dEXP, dPRFACT, INFILLSTIFF, KMI, KMS, HM, TM ; : EN-FR, DN-FR, CN-FR, BN-FR, A-FR, BP-FR, CP-FR, DP-FR, EP-FR ; F/FY or M/MY ; : EN-DR, DN-DR, CN-DR, BN-DR, A-DR, BP-DR, CP-DR, DP-DR, EP-DR ; D/DY ; : AXIAL, IO-P, LS-P, CP-P, IO-N, LS-N, CP-N ; (bMULT=YES), Loop SUBCOUNT ; : EN-FR, DN-FR, CN-FR, BN-FR, A-FR, BP-FR, CP-FR, DP-FR, EP-FR ; (bMULT=YES) F/FY or M/MY ; : EN-DR, DN-DR, CN-DR, BN-DR, A-DR, BP-DR, CP-DR, DP-DR, EP-DR ; (bMULT=YES) D/DY ; [EC8] : bSYM, bMULT, SUBCOUNT, YS-P1P, YS-P1N, bUSER-D, YD-D1P, YD-D1N, ; : STIF_METHOD, STIFF-P, STIFF-M, IO-P, LS-P, CP-P, IO-N, LS-N, CP-N, bUSER-RATIO ; : EN-FR, DN-FR, CN-FR, BN-FR, A-FR, BP-FR, CP-FR, DP-FR, EP-FR ; F/FY or M/MY ; : EN-DR, DN-DR, CN-DR, BN-DR, A-DR, BP-DR, CP-DR, DP-DR, EP-DR ; D/DY ; [YSDATA] : bSYM-YZ, bSYM-PN, PC0, PMAX, ; : MY1-P, MY1-N, MY2-P, MY2-N, MZ1-P, MZ1-N, MZ2-P, MZ2-N, ; : INTPOLATION, ALPHA, bSYM-Y, bSYM-Z, [YSPROP]-1ST, [YSPROP]-2ND ; [YSPROP] : PY1P, PY2P, PY3P,..., PY10P, PY11P, MY1P, MY2P,..., MY10P, MY11P ; : PY1N, PY2N, PY3N,..., PY10N, PY11N, MY1N, MY2N,..., MY10N, MY11N ; : PZ1P, PZ2P, PZ3P,..., PZ10P, PZ11P, MZ1P, MZ2P,..., MZ10P, MZ11P ; : PZ1N, PZ2N, PZ3N,..., PZ10N, PZ11N, MZ1N, MZ2N,..., MZ10N, MZ11N *ASSESMENT-PARAM ; Rating Parameter *New *ASSESMENT-PARAM ; Rating Parameter ; dCONDITIONFACTOR, nGAMMA_M, bUSERINPUT, bSTR_LIM_FLEXURE, bSTR_LIM_SHEAR, bSTR_LIM_TORSION,bSEV_LIM_STRS_CRACK, bRPT_ULT_LIM, bRPT_SERV_LIM ; line 1 ; dCS_TNDN, dCS_CONCRETE, dCS_SHEAR_CONC, dWS_TNDN, dWS_CONCRETE, dWS_SHEAR_CONC, dSF_TRI_CMP, dSF_UNIFORM_CMP, dSF_PRE_TENS, dSF_POST_TENS ; line 2 *ASSESSMENT-OPTION ; ASSESSMENT OPTION *New *ASSESSMENT-OPTION ; ASSESSMENT OPTION ; ELEM_LIST, iPOS, iCLASS *DGN-ASSESMENT-LCOM ; DGN Rating Steel - Load Combination *New *DGN-ASSESMENT-LCOM ; DGN Rating Steel - Load Combination ; NAME , LIMITSTATE, COMBTYPE, GAMMAF3, DESC, COMBSIZE ; line 1 ; [LCOM] : iANALTYPE , iLOADCASE , dFACTOR *PSCVALUE-EFFECTIVE WIDTH; PSC(Value) Effective Width *New *PSCVALUE-EFFWIDTH ; PSC(Value) Effective Width ; SECT = NO, bSAMEJ ; line 1 ; FLANFEISIZE, FLANFEJSIZE, WEBISIZE, WEBJSIZE ; line 2 ; .......................................... ; ; LOOP UTIL (FLANGEISIZE, FLANGEJSIZE) ; ; NAME, nTop ; line n ; LineSize, Line[i] ; line n ; .......................................... ; ; LOOP UTIL (WEBISIZE, WEBJSIZE) ; ; NAME, nDirecton ; line n ; LeftLineSize, LeftLine[i] ; line n ; RightLineSize, RightLine[i] ; line n ; .......................................... ; ; TOPWIDTHSIZE, dWidth[i],dFactor[i] ; line n ; BOTWIDTHSIZE, dWidth[i],dFactor[i] ; line n
|
|