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;-; MIDAS/Civil Text(MCT) File.; Date : 2016/11/10;-*VERSION 8.3.2*UNIT ; Unit System; FORCE, LENGTH, HEAT, TEMPER KN , M, KJ, C*PROJINFO ; Project Information USER=Microsoft ADDRESS=Microsoft*REBAR-MATL-CODE ; Rebar Material Code; CONC_CODE, CONC_MDB, SRC_CODE, SRC_MDB JTG04(RC), HRB335, JTG04(RC), HRB335*NODE ; Nodes; iNO, X, Y, Z 1, 0, 0, 0 2, 2, 0, 0 3, 4, 0, 0 4, 6, 0, 0 5, 8, 0, 0 6, 10, 0, 0 7, 12, 0, 0 8, 14, 0, 0 9, 16, 0, 0 10, 18, 0, 0 11, 20, 0, 0 12, 22, 0, 0 13, 24, 0, 0 14, 26, 0, 0 15, 28, 0, 0 16, 30, 0, 0 17, 32, 0, 0*ELEMENT ; Elements; iEL, TYPE, iMAT, iPRO, iN1, iN2, ANGLE, iSUB, EXVAL, iOPT(EXVAL2) ; Frame Element; iEL, TYPE, iMAT, iPRO, iN1, iN2, ANGLE, iSUB, EXVAL, EXVAL2, bLMT ; Comp/Tens Truss; iEL, TYPE, iMAT, iPRO, iN1, iN2, iN3, iN4, iSUB, iWID ; Planar Element; iEL, TYPE, iMAT, iPRO, iN1, iN2, iN3, iN4, iN5, iN6, iN7, iN8 ; Solid Element; iEL, TYPE, iMAT, iPRO, iN1, iN2, REF, RPX, RPY, RPZ, iSUB, EXVAL ; Frame(Ref. Point) 1, BEAM , 1, 1, 1, 2, 0 2, BEAM , 1, 1, 2, 3, 0 3, BEAM , 1, 1, 3, 4, 0 4, BEAM , 1, 1, 4, 5, 0 5, BEAM , 1, 1, 5, 6, 0 6, BEAM , 1, 1, 6, 7, 0 7, BEAM , 1, 1, 7, 8, 0 8, BEAM , 1, 1, 8, 9, 0 9, BEAM , 1, 1, 9, 10, 0 10, BEAM , 1, 1, 10, 11, 0 11, BEAM , 1, 1, 11, 12, 0 12, BEAM , 1, 1, 12, 13, 0 13, BEAM , 1, 1, 13, 14, 0 14, BEAM , 1, 1, 14, 15, 0 15, BEAM , 1, 1, 15, 16, 0 16, BEAM , 1, 1, 16, 17, 0*MATERIAL ; Material; iMAT, TYPE, MNAME, SPHEAT, HEATCO, PLAST, TUNIT, bMASS, DAMPRATIO, DATA1 ; STEEL, CONC, USER; iMAT, TYPE, MNAME, SPHEAT, HEATCO, PLAST, TUNIT, bMASS, DAMPRATIO, DATA2, DATA2 ; SRC; DATA1 : 1, DB, NAME, CODE ; DATA1 : 2, ELAST, POISN, THERMAL, DEN, MASS; DATA1 : 3, Ex, Ey, Ez, Tx, Ty, Tz, Sxy, Sxz, Syz, Pxy, Pxz, Pyz, DEN, MASS ; Orthotropic; DATA2 : 1, DB, NAME, CODE or 2, ELAST, POISN, THERMAL, DEN, MASS 1, CONC , C50 , 0, 0, , C, NO, 0.05, 1, JTG04(RC) , , C50 *MATL-COLOR; iMAT, W_R, W_G, W_B, HF_R, HF_G, HF_B, HE_R, HE_G, HE_B, bBLEND, FACT 1, 255, 0, 0, 0, 255, 0, 0, 0, 255, NO, 0.5*SECT-PSCVALUE ; PSC Value, General Section, Composite PC, Composite General; SECT=iSEC, TYPE, SNAME, OFFSET, bSD, SHAPE, bBU, bEQ ; 1st line; STIFF1 ; 2nd line; STIFF2 ; 3rd line; STIFF3 ; 4th line; T1, T2, BT, HT ; 5th line(PSC); bSHEARCHK, SCHK, WT ; 6th line(PSC); SW, GN, CTC, Bc, Tc, Hh, EsEc, DsDc, Ps, Pc ; 7th line(COMPOSITE-PC); OPOLY=X1, Y1, X2, Y2, ., Xn, Yn ; Outer Polygon(PLANE); IPOLY=X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); .; IPOLY=X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); VERTEX=X1, Y1, X2, Y2, ., Xn, Yn ; Vertex(General-LINE); LINE=VI1, VJ1, dTHIK1, iALIGN1 ; Line(General-LINE); .; LINE=VIn, VJn, dTHIKn, iALIGNn ; Line(General-LINE); LOOP=COUNT1, LIX11, LIX12, ., LIXn ; Line(General-LINE); .; LOOP=COUNTn, LIXn1, LIXn2, ., LIXnn ; Line(General-LINE); SECT=iSEC, TYPE, SNAME, OFFSET2, bSD, SHAPE, iyVAR, izVAR, bEQ ; 1st line - TAPERED; STIFF1-I ; 2nd line; STIFF2-I ; 3rd line; STIFF3-I ; 4th line; STIFF1-J ; 5th line; STIFF2-J ; 6th line; STIFF3-J ; 7th line; T1-I, T2-I, BT-I, HT-I, T1-J, T2-J, BT-J, HT-J ; 8th line(PSC); bSHEARCHK, SCHK-I, WT-I, SCHK-J, WT-J ; 9rd line(PSC); OPOLY=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Outer Polygon(PLANE); IPOLY=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); .; IPOLY=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); VERTEX=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Vertex(General-LINE); LINE=bI, VI1, VJ1, dTHIK1, iALIGN1 ; Line(General-LINE); .; LINE=bI, VIn, VJn, dTHIKn, iALIGNn ; Line(General-LINE); LOOP=bI, COUNT1, LIX11, LIX12, ., LIXn ; Line(General-LINE); .; LOOP=bI, COUNTn, LIXn1, LIXn2, ., LIXnn ; Line(General-LINE); SECT=iSEC, TYPE, SNAME, OFFSET, bSD, SHAPE, bBU, bEQ, BPRT ; 1st line - COMPOSITE-GEN; PART1 ; 2nd line; PART2 ; 3rd line; .; SECT=iSEC, TYPE, SNAME, OFFSET2, bSD, SHAPE, iyVAR, izVAR, bEQ, PARTNUM ; 1st line - COMPOSITE-GEN(TAPERED); PART1-I ; 2nd line; PART2-I ; next lines; .; PART1-J ; next lines; PART2-J ; next lines; .; OFFSET : OFFSET, iCENT, iREF, iHORZ, HUSER, iVERT, VUSER; OFFSET2: OFFSET, iCENT, iREF, iHORZ, HUSERI, HUSERJ, iVERT, VUSERI, VUSERJ; STIFF1 : AREA, ASy, ASz, Ixx, Iyy, Izz; STIFF2 ; Cyp, Cym, Czp, Czm, Qyb, Qzb, PERI_OUT, PERI_IN, Cy, Cz; STIFF3 ; Y1, Y2, Y3, Y4, Z1, Z2, Z3, Z4; SCHK : Z1, Z3, bAUTO_QY1, QY1, bAUTO_QY2, QY2, bAUTO_QY3, QY3; WT : TOR, bAUTO_SHR1, SHR1, bAUTO_SHR2, SHR2, bAUTO_SHR3, SHR3; PART : PART=part_num; : STIFF1; : STIFF2; : STIFF3; : STIFF1 ; STIFF1 of Part Sum.; : STIFF2 ; STIFF2 of Part Sum.; : STIFF3 ; STIFF3 of Part Sum.; : OPOLY=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Outer Polygon(PLANE); : IPOLY=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); : .; : IPOLY=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); : VERTEX=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Vertex(General-LINE); : LINE=(bI-Tapered), VI1, VJ1, dTHIK1, iALIGN1 ; Line(General-LINE); : .; : LINE=(bI-Tapered), VIn, VJn, dTHIKn, iALIGNn ; Line(General-LINE); : LOOP=(bI-Tapered), COUNT1, LIX11, LIX12, ., LIXn ; Line(General-LINE); : .; : LOOP=(bI-Tapered), COUNTn, LIXn1, LIXn2, ., LIXnn ; Line(General-LINE) SECT= 1, VALUE , 横截面 , CC, 0, 0, 0, 0, 0, 0, NO, GEN, YES, YES 0.796676, 0.358672, 0.388304, 0.010861, 0.508491, 0.10378 0.965071, 0.954929, 0.766431, 1.76357, 1.55509, 0.0367495, 8.67955, 0, 0.954929, 1.76357 -0.954929, 0.965071, 0.0850711, -0.0949289, 0.766431, 0.766431, -1.76357, -1.76357 OPOLY=-0.954929, 0.766431, -0.954929, 0.606431, -0.374929, 0.576431 -0.0949289, 0.483031, -0.0949289, -1.76357, 0.0850711, -1.76357 0.0850711, 0.476431, 0.385071, 0.576431, 0.965071, 0.606431 0.965071, 0.766431*SECT-COLOR; iSEC, W_R, W_G, W_B, HF_R, HF_G, HF_B, HE_R, HE_G, HE_B, bBLEND, FACT 1, 255, 0, 0, 0, 255, 0, 0, 0, 255, NO, 0.5*DGN-SECT-PSCVALUE ; Design Section of PSC Value; SECT=iSEC, TYPE, SNAME, OFFSET, bSD, SHAPE, bBU, bEQ ; 1st line; STIFF1 ; 2nd line; STIFF2 ; 3rd line; STIFF3 ; 4th line; T1, T2, BT, HT ; 5th line(PSC); bSHEARCHK, SCHK, WT ; 6th line(PSC); SW, GN, CTC, Bc, Tc, Hh, EsEc, DsDc, Ps, Pc ; 7th line(COMPOSITE-PC); OPOLY=X1, Y1, X2, Y2, ., Xn, Yn ; Outer Polygon(PLANE); IPOLY=X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); .; IPOLY=X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); VERTEX=X1, Y1, X2, Y2, ., Xn, Yn ; Vertex(General-LINE); LINE=VI1, VJ1, dTHIK1, iALIGN1 ; Line(General-LINE); .; LINE=VIn, VJn, dTHIKn, iALIGNn ; Line(General-LINE); LOOP=COUNT1, LIX11, LIX12, ., LIXn ; Line(General-LINE); .; LOOP=COUNTn, LIXn1, LIXn2, ., LIXnn ; Line(General-LINE); SECT=iSEC, TYPE, SNAME, OFFSET2, bSD, SHAPE, iyVAR, izVAR, bEQ ; 1st line - TAPERED; STIFF1-I ; 2nd line; STIFF2-I ; 3rd line; STIFF3-I ; 4th line; STIFF1-J ; 5th line; STIFF2-J ; 6th line; STIFF3-J ; 7th line; T1-I, T2-I, BT-I, HT-I, T1-J, T2-J, BT-J, HT-J ; 8th line(PSC); bSHEARCHK, SCHK-I, WT-I, SCHK-J, WT-J ; 9rd line(PSC); OPOLY=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Outer Polygon(PLANE); IPOLY=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); .; IPOLY=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); VERTEX=bI, X1, Y1, X2, Y2, ., Xn, Yn ; Vertex(General-LINE); LINE=bI, VI1, VJ1, dTHIK1, iALIGN1 ; Line(General-LINE); .; LINE=bI, VIn, VJn, dTHIKn, iALIGNn ; Line(General-LINE); LOOP=bI, COUNT1, LIX11, LIX12, ., LIXn ; Line(General-LINE); .; LOOP=bI, COUNTn, LIXn1, LIXn2, ., LIXnn ; Line(General-LINE); SECT=iSEC, TYPE, SNAME, OFFSET, bSD, SHAPE, bBU, bEQ, BPRT ; 1st line - COMPOSITE-GEN; PART1 ; 2nd line; PART2 ; 3rd line; .; SECT=iSEC, TYPE, SNAME, OFFSET2, bSD, SHAPE, iyVAR, izVAR, bEQ, PARTNUM ; 1st line - COMPOSITE-GEN(TAPERED); PART1-I ; 2nd line; PART2-I ; next lines; .; PART1-J ; next lines; PART2-J ; next lines; .; OFFSET : OFFSET, iCENT, iREF, iHORZ, HUSER, iVERT, VUSER; OFFSET2: OFFSET, iCENT, iREF, iHORZ, HUSERI, HUSERJ, iVERT, VUSERI, VUSERJ; STIFF1 : AREA, ASy, ASz, Ixx, Iyy, Izz; STIFF2 ; Cyp, Cym, Czp, Czm, Qyb, Qzb, PERI_OUT, PERI_IN, Cy, Cz; STIFF3 ; Y1, Y2, Y3, Y4, Z1, Z2, Z3, Z4; SCHK : Z1, Z3, bAUTO_QY1, QY1, bAUTO_QY2, QY2, bAUTO_QY3, QY3; WT : TOR, bAUTO_SHR1, SHR1, bAUTO_SHR2, SHR2, bAUTO_SHR3, SHR3; PART : PART=part_num; : STIFF1; : STIFF2; : STIFF3; : STIFF1 ; STIFF1 of Part Sum.; : STIFF2 ; STIFF2 of Part Sum.; : STIFF3 ; STIFF3 of Part Sum.; : OPOLY=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Outer Polygon(PLANE); : IPOLY=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); : .; : IPOLY=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Inner Polygon(PLANE); : VERTEX=(bI-Tapered), X1, Y1, X2, Y2, ., Xn, Yn ; Vertex(General-LINE); : LINE=(bI-Tapered), VI1, VJ1, dTHIK1, iALIGN1 ; Line(General-LINE); : .; : LINE=(bI-Tapered), VIn, VJn, dTHIKn, iALIGNn ; Line(General-LINE); : LOOP=(bI-Tapered), COUNT1, LIX11, LIX12, ., LIXn ; Line(General-LINE); : .; : LOOP=(bI-Tapered), COUNTn, LIXn1, LIXn2, ., LIXnn ; Line(General-LINE) SECT= 1, VALUE , 横截面 , CC, 0, 0, 0, 0, 0, 0, NO, GEN, YES, YES 0.796676, 0.358672, 0.388304, 0.010861, 0.508491, 0.10378 0.965071, 0.954929, 0.766431, 1.76357, 1.55509, 0.0367495, 8.67955, 0, 0.954929, 1.76357 -0.954929, 0.965071, 0.0850711, -0.0949289, 0.766431, 0.766431, -1.76357, -1.76357 OPOLY=-0.954929, 0.766431, -0.954929, 0.606431, -0.374929, 0.576431 -0.0949289, 0.483031, -0.0949289, -1.76357, 0.0850711, -1.76357 0.0850711, 0.476431, 0.385071, 0.576431, 0.965071, 0.606431 0.965071, 0.766431*STLDCASE ; Static Load Cases; LCNAME, LCTYPE, DESC 自重 , D , 二期 , D , *CONSTRAINT ; Supports; NODE_LIST, CONST(Dx,Dy,Dz,Rx,Ry,Rz), GROUP 1, 101101, 17, 001101, *USE-STLD, 自重; *SELFWEIGHT, X, Y, Z, GROUP*SELFWEIGHT, 0, 0, -1.76, ; End of data for load case 自重 -*USE-STLD, 二期*BEAMLOAD ; Element Beam Loads; ELEM_LIST, CMD, TYPE, DIR, bPROJ, ECCEN, VALUE, GROUP; ELEM_LIST, CMD, TYPE, TYPE, DIR, VX, VY, VZ, bPROJ, ECCEN, VALUE, GROUP; VALUE : D1, P1, D2, P2, D3, P3, D4, P4; ECCEN : bECCEN, ECCDIR, I-END, J-END, bJ-END; ADDITIONAL : bADDITIONAL, ADDITIONAL_I-END, ADDITIONAL_J-END, bADDITIONAL_J-END 1, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 2, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 3, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 4, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 5, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 6, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 7, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 8, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 9, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 10, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 11, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 12, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 13, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 14, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 15, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO 16, BEAM , UNILOAD, GZ, NO , NO, aDir1, , , , 0, -50.12, 1, -50.12, 0, 0, 0, 0, , NO, 0, 0, NO; End of data for load case 二期 -*MVLDCODE ; Moving Load Code; CODE=CODE CODE=CHINA*LINELANE(CH) ; Traffic Line Lanes (china); NAME=NAME, LDIST, GROUP, SKEWS, SKEWE, MOVING, WS ; line 1; iELEM1, ECC1, SPAN1, bSPANSTART1, SF . ; from line 2 NAME=11, LANE, , 0, 0, BOTH, 0 1, 0, 32, YES, 1, 2, 0, 32, NO, 1, 3, 0, 32, NO, 1 4, 0, 32, NO, 1, 5, 0, 32, NO, 1, 6, 0, 32, NO, 1 7, 0, 32, NO, 1, 8, 0, 32, NO, 1, 9, 0, 32, NO, 1 10, 0, 32, NO, 1, 11, 0, 32, NO, 1, 12, 0, 32, NO, 1 13, 0, 32, NO, 1, 14, 0, 32, NO, 1, 15, 0, 32, NO, 1 16, 0, 32, NO, 1*VEHICLE ; Vehicles; if Moving Load Code is China; NAME=NAME, 1, TYPE-NAME, CODE ; standard; NAME=NAME, 2, LTYPE, TRUCK/LANE or TRAIN/SUBWAY
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