 400, "II order theory "
 401, " with imperfections"
 402, " without imperfections "
 403, "I order theory"
 404, " Dimensionment"
 405, "Own weight.+"
 406, "Settlements.+"
 407, "Loads: "
 408, "     Main"
 409, "Main and further"
 410, "\042Load combination\042"
 411, "      R E S U L T S"
 412, " Theory "
 413, "-order"
 414, "  Loads contrivance"
 415, "NAME: "
 416, "Design : "
 417, "Item   : "
 418, " Page :"
 419, " Sheet:"
 420, "JOINTS:"
 421, "SUPPORTS:"
 422, "Joint:    Type:          Angle:    Dx(Do*):     Dy:         DFi:"
 423, "                         S u s c e p t i b i l i t y s"
 424, "      restrain     "
 425, "       fixed       "
 426, "      movable      "
 427, "  movable restrain "
 428, "SETTLEMENTS:"
 429, "Joint:      Angle:        Wx(Wo*)[m]:     Wy[m]:     FIo[grad]:"
 430, "                  S e t t l e m e n t s   A b s e n t"
 431, "FRAME MEMBERS:"
 432, "Member:Type:A:  B:    Lx[m]:   Ly[m]:  L[m]:  Red.EJ:  Profile:"
 433, "         Member types: 00 - rigid-rigid.;  01 - rigid-hinge;"
 434, "                       10 - hinge-rigid; 11 - hinge-hinge"
 435, "                       22 - string"
 436, "IMPERFECTIONS:"
 437, "Member:    Wo/L:    Fo/L:     L/Wo:    L/Fo:      Wo[m]:   Fo[m]: "
 438, "             A b s e n t   o f   I m p e r f e c t i o n s"
 439, "SECTION DIMENSIONS:"
 440, " Nr. A[cm2] Ix[cm4] Iy[cm4] Wg[cm3] Wd[cm3] h[cm]   Material: "
 442, "MATERIAL CONSTANTS:"
 443, "   Material:     Module E: Ultimate stress Load M: Load MF: AlfaT:"
 444, "                                          Perm. stress"
 446, "MATERIAL ACCOUNT:"
 447, "Mark:           Material:                       Length[m]  Mass[t]"
 448, "Left profiles        "
 449, "FRAME TOTAL MASS:                                         "
 450, "Main   "
 451, "Further"
 452, "Useful     "
 453, "Not Useful "
 454, "LOADS:"
 455, "Member:  Type:    Angle:     P1(Tg):   P2(Td):    a[m]:   b[m]:"
 456, "Group:  "
 457, "  Concentrated "
 458, "    Uniform    "
 459, "    Uniform-X  "
 460, "    Uniform-Y  "
 461, "   Trapezoidal "
 462, "     Moment    "
 463, "      Temp.    "
 464, "Rigid  "
 465, "Hinge  "
 466, "String "
 467, "MEMB.NR  "
 468, "MEMBER DATA:"
 469, "    MEMBER GEOMETRY:"
 470, "   PROFILE: "
 471, "Beginning(A):"
 472, "  End(B):"
 473, "Material:"
 474, "Length: "
 475, "     Angle:"
 476, "      Projections  "
 477, " Imperfections"
 478, "     Main"
 479, "Main and further."
 480, "LOAD SECURITY COEFFICIENTS:"
 481, "Group:                             Importance:     @@yd:    @@gf:"
 482, "Loads. "
 483, "Load M Load MF"
 484, "Own weight"
 485, "LOAD GROUP RELATIONS:"
 486, "Load group:                    Relation:"
 487, "LOAD COMBINATION CRITERIONS:"
 488, "Nr:   Specification:"
 489, "ALWAYS  "
 490, "Settlements"
 491, "POSSIBLY"
 492, "Perform only with:"
 493, "Not perform with: "
 494, "Perform only with:"
 495, "NOT PERFORM"
 496, "Nr.  Notation         "
 497, "PROFILE Nr: "
 498, "PROFILE SPECIFICATION:                  Material: "
 499, "Name: "
 500, "Material:"
 501, "   Material:     Module E: Ultimate stress:  AlfaT:"
 502, "Princ.Centr.axis of inertia[cm]:    Xc=   "
 503, "Moments of inertia        [cm4]:    Jx="
 504, "Moment of deviation       [cm4]:                     Dxy="
 505, "Princ.moments of inertia  [cm4]:    Ix="
 506, "Radius of gyration         [cm]:    ix="
 507, "Resistance index          [cm3]:    Wx="
 508, "Profile surface           [cm2]:                       F="
 509, "Mass                     [kg/m]:                       m="
 510, "Moment of inertia for bending in frame plane [cm4]:  Jzg="
 511, "     ([m],[cm2],[cm4],[cm3],[MPa],[1/K])"
 512, "load coefficients not included"
 528, "JOINT DISPLACEMENTS:"
 529, "Joint:      Ux[m]:    Uy[m]:    Resultants[m]:    Fi[rad]([deg]): "
 530, "BEARING REACTIONS:"
 531, "Joint:        H[kN]:        V[kN]:     Resultant[kN]:    M[kNm]:"
 532, "INTERNAL FORCES:"
 533, "Memb.:   x/L:     x[m]:        M[kNm]:       Q[kN]:       N[kN]:"
 534, "* = Extremal values"
 535, "DEFORMATIONS:"
 536, "Memb.:   Wa[m]:  Wb[m]:    FIa[deg]: FIb[deg]:     f[m]:     L/f: "
 537, "STRESSES:"
 538, "Memb.:  x/L:    x[m]:    SigmaG:   SigmaD:   "
 539, "     SigmaMax/Ro:"
 540, " SigmaMax/SigmaPerm.:"
 541, "                               [MPa]"
 542, "SECTION MEMBER DIMENSIONS:"
 543, "x/L:       M:         Q:         N:        W:    SigmaG:  SigmaD:"
 544, "         [kNm]       [kN]       [kN]      [m]          [MPa]"
 545, "REDUCED BUCKLING LENGTHS by mech.:"
 546, "Memb.:    EJ/L:    Ca:    Cb:    Cv:       lo[m]:     \265:    lw[m]:"
 560, "M :"
 561, "MF:"
 562, "DISPLACEMENTS - EXTREMAL VALUES:"
 563, "Joint:     Ux[m]:    Uy[m]:  Resultants[m]:  Load combination:"
 564, "REACTIONS - EXTREMAL VALUES:"
 565, "Joint:  H[kN]:   V[kN]:    R[kN]:   M[kNm]:  Load combination:"
 566, "INTERNAL FORCES - EXTREMAL VALUES:"
 567, "Memb.: x[m]:   M[kNm]:    Q[kN]:    N[kN]:   Load combination:"
 568, "DEFORMATIONS - EXTREMAL VALUES:"
 569, "Memb.:           L/f:        Load combination:"
 570, "STRESSES - EXTREMAL VALUES:"
 571, "Memb.: x[m]:    SigmaG:  SigmaD:    Sigma:  Load combination:"
 572, "                ---------------     [MPa]"
 573, "               Ultimate stresses"
 574, "                   SigmaPerm."
 575, "INTERNAL FORCES IN MEMBER nr "
 576, "x/L:   x[m]:   M[kNm]:    Q[kN]:    N[kN]:  Load combination:"
 577, "STRESSES IN MEMBER nr "
 578, "x/L:   x[m]:    SigmaG:  SigmaD:    Sigma:  Load combination:"
 579, "                ---------------     [MPa]"
 580, "               Ultimate stresses"
 581, "                   SigmaPerm."
 592, "Scale  1:"
 593, "SCHEME:  "
 594, "LOADS:  "
 595, "IMPERFECTIONS  "
 596, "MOMENTS:   "
 597, "SHEARINGS:     "
 598, "AXIALS:  "
 599, "DISPLACEMENTS:   "
 600, "STRESSES:   "
 601, "MOMENTS-ENVELOPES:   "
 602, "SHEARINGS-ENVELOPES:     "
 603, "AXIALS-ENVELOPES:  "
 604, "STRESSES-ENVELOPES:   "
 605, "BEARING REACTIONS:   "
 606, "JOINTS:   "
 607, "MEMBERS:   "
 608, "MEMBER PROFILES:  "
 656, "Loads"
 657, "Constant"
 658, "Variable"
 659, "Exceptional"
 660, "Load relations !"
 661, "L.D."
 662, "Char."
 663, "An."
 734, " Standard condition is not founded."
 735, " Standard condition is not founded."
 736, " Profile traits"
 737, " Internal forces"
 738, " Local stability"
 739, " Weakening by holes Tab. 5"
 740, " Tension capacity ( 32 )"
 741, " Reducing buckling lengths"
 742, " Compression capacity ( 39 )"
 743, " Warping"
 744, " Bending capacity (stability )  (54)"
 745, " Compression with bending capacity (58)"
 746, " Shearing capacity"
 747, " Bending with shearing capacity (55)"
 748, " Web under the concentrated load (98)"
 749, " Web in stresses complexe state (24)"
 750, " Using limit state"
 751, " Couplers - substitute slenderness ratios"
 752, " Coupler capacities"
 756, " Reduced stresses  (1)"
 757, " Condition (32)"
 768, "Unrestricted"
 769, "L/350"
 770, "L/250"
 771, "L/150"
 772, "L/200"
 773, "L/400"
 774, "L/500"
 775, "L/600"
 776, "L/1000"
 777, "Unrestricted"
 778, "h/250"
 779, "h/150"
 780, "h/300"
 781, "h/500"
 816, "COMPRESSION PROFILE  CAPACITY (39):"
 817, "Memb.: lwx:    lwy:    @@`@@l:    @@j:    @@y:     N[kN]: Nrc[kN]:     SW:"
 818, "BENDING PROFILE CAPACITY (54):"
 819, "Memb.:x/L:   @@jL:      Mx:    Mrx:     My:    Mry:   N/Nr:     SW:"
 820, "SHEARING PROFILE CAPACITY:"
 821, "Memb.:x/L:      Vy:    Vry:   @@jvy:     Vx:    Vrx:   @@jvx:     SW:"
 822, "BENDING WITH SHEARING (55):"
 823, "Memb.:x/L:       Mx:    Mrvx:      My:    Mrvy:    N/Nr:      SW:"
 824, "SHEARING WITH AXIAL FORCE (56):"
 825, "Memb.:x/L:       Vy:   Vyr,n:      Vx:   Vxr,n:    N/Nr:      SW:"
 826, "STRETCHING CAPACITY (32):"
 827, "Memb.:                A[cm2]: A@@y[cm2]:   N[kN]: Nrt[kN]:      SW:"
 828, "COMPRESSION WITH BENDING (58):"
 829, "Memb.:  nx:     ny:    @@jL:     mx:     my:    @@Dx:   @@Dy:       SW:"
 830, "nx, ny, mx, my - components of condition (58)"
 831, "LOCAL STABILITY:"
 832, "Memb.: Kl: Stan:        @@yo:    @@yx:    @@yy:     @@DMx:   @@DMy:  War.(9):"
 833, "critical"
 834, "hypercritical"
 835, "hypercrit.limited"
 836, "REDUCING BUCKLING LENGTHS:"
 837, "Memb.:  @@mx:    @@my:    @@m@@w:     Lox:    Loy:    Lo@@w:     @@lx:     @@ly:"
 838, "@@`@@l - reliable relative slenderness ratio @@l/@@lp)"
 839, "WEAKENING BY HOLES:"
 840, "Memb.:  Ao:   @@yo:  @@yvy:  @@yvx:  @@se/fd:@@ty/fdt:@@tx/fdt: @@sr/fd:     SW:"
 841, "Ao -holes surface;  fdt=0,58*fd"
 842, "MEMBERS CAPACITY:"
 843, "Profile: Memb.: Capacity condition:                Used:"
 844, "Eccentric fixation "
 845, "One coupl."
 846, "WEB CAPACITY:"
 847, "Memb.:x/L:           co[mm]:  a1[mm]:    P[kN]:  Pr[kN]:      SW:"
 848, "RIBS"
 849, "WEB COMPLEX STATE:"
 850, "Memb.:x/L:     @@jp:    Nw/Nrw:  Mw/Mrw:    P/Pr:    V/Vr:     SW:"
 851, "LACINGS CAPACITY:"
 852, "Memb.:   Q[kN]:  Mq[kNm]:  Mr[kNm]:   Vq[kN]:   Vr[kN]:       SW:"
 853, "CROSS BRACES CAPACITY:"
 854, "Memb.:   Q[kN]:    N[kN]:   Nr[kN]:   Lk[mm]:       @@j:        SW:"
 855, "USING LIMIT STATES:"
 856, "Memb.:  Type:          Limits:  L(H*): agr[mm]:   a[mm]:      SW:"
 857, "Deflection X"
 858, "Deflection Y"
 859, "Joint displ."
 860, "*)  H - joint level height"
 934, "Wrong prof."
 936, "?"
 937, "?"
 938, "Val.(9)"
 939, "Weakness T.5"
 940, "stretch.(32)"
 941, "?"
 942, "compr.(39)"
 943, "?"
 944, "bend.(54)"
 945, "com.bend.(58)"
 946, "shearing"
 947, "Dend.(55)"
 948, "Web (98)"
 949, "Web (24)"
 950, "SGU"
 951, "?"
 952, "couplers"
 956, "Stresses(1)"
 957, "Val. (32)"
 1016, "COMPRESSION CAPACITY (39):"
 1017, "Memb.:lwx:lwy:@@`@@l:  @@j: @@y:    N: Nrc:     SW:   Loads combination"
 1018, "BENDING CAPACITY (54):"
 1019, "Memb.:x/L:  @@jL:  Mx: Mrx: My: Mry:N/Nr:    SW:    Loads combination"
 1020, "SHEARING CAPACITY:"
 1021, "Memb.:x/L:   Vy: Vry:@@jvy:  Vx: Vrx:@@jvx:    SW:    Loads combination"
 1022, "BENDING WITH SHEARING (55):"
 1023, "Memb.:x/L:    Mx:Mrvx:  My:Mrvy: N/Nr:     SW:    Loads combination"
 1024, "SHEARING WITH AXIAL FORCE (56):"
 1025, "Memb.:x/L:   Vy:Vyr,n:  Vx:Vxr,n:N/Nr:     SW:    Loads combination"
 1026, "STRETCHING CAPACITY (32):"
 1027, "Memb.:             A[cm2]:  A@@y:   N: Nrt:     SW:   Loads combination"
 1028, "COMPRESSION WITH BENDING (58):"
 1029, "Memb.:nx:  ny: @@jL:  mx: my:  @@Dx:@@Dy:     SW:    Loads combination"
 1031, "LOCAL STABILITY:"
 1032, "Memb.: Kl: Stan:        @@yo:    @@yx:    @@yy:     @@DMx:   @@DMy:"
 1036, "REDUCING BUCKLING LENGTHS:"
 1037, "Memb.:  @@mx:    @@my:    @@m@@w:     Lox:    Loy:    Lo@@w:     @@lx:     @@ly:"
 1039, "WEAKENING BY HOLES:"
 1040, "Memb.:  Ao: @@yo:@@yvy:@@yvx:se: ty: tx: sr:     SW:   Loads combination"
 1041, "Ao -holes surface;  se,ty,tx,sr -relative stresses"
 1042, "MEMBERS CAPACITY:"
 1043, "Profile:Memb.: Condition:           Used:          Loads combination"
 1046, "WEB CAPACITY:"
 1047, "Memb.:x/L:        c[mm]:  a1:    P:  Pr:     SW:  Loads combination"
 1048, "N,Nr,M,Mr -values related to web"
 1049, "COMPLEX STATE OF WEB:"
 1050, "Memb.:x/L:    @@jp:  N/Nr:M/Mr:P/Pr:V/Vr:     SW:    Loads combination"
 1051, "LACINGS CAPACITY:"
 1052, "Memb.:    Q:   Mq:   Mr:  Vq:   Vr:      SW:    Loads combination"
 1053, "CROSS BRACES CAPACITY:"
 1054, "Memb.:   Q:    N:   Nr:   Lk:    @@j:      SW:    Loads combination"
 1055, "USING LIMIT STATE:"
 1056, "Memb.: Type:  Lim.: L(H*): agr:   a:     SW:    Loads combination"
