/* A Bison parser, made by GNU Bison 1.875a.  */

/* Skeleton parser for Yacc-like parsing with Bison,
   Copyright (C) 1984, 1989, 1990, 2000, 2001, 2002, 2003 Free Software Foundation, Inc.

   This program is free software; you can redistribute it and/or modify
   it under the terms of the GNU General Public License as published by
   the Free Software Foundation; either version 2, or (at your option)
   any later version.

   This program is distributed in the hope that it will be useful,
   but WITHOUT ANY WARRANTY; without even the implied warranty of
   MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the
   GNU General Public License for more details.

   You should have received a copy of the GNU General Public License
   along with this program; if not, write to the Free Software
   Foundation, Inc., 59 Temple Place - Suite 330,
   Boston, MA 02111-1307, USA.  */

/* As a special exception, when this file is copied by Bison into a
   Bison output file, you may use that output file without restriction.
   This special exception was added by the Free Software Foundation
   in version 1.24 of Bison.  */

/* Tokens.  */
#ifndef YYTOKENTYPE
# define YYTOKENTYPE
   /* Put the tokens into the symbol table, so that GDB and other debuggers
      know about them.  */
   enum yytokentype {
     OR = 258,
     AND = 259,
     NEQUAL = 260,
     EQUALS = 261,
     GT_EQ = 262,
     LT_EQ = 263,
     RSHIFT = 264,
     LSHIFT = 265,
     UNARY = 266,
     NAME = 267,
     INTEGER = 268,
     DOUBLE = 269,
     BOOLEAN = 270,
     TIME = 271,
     SIN = 272,
     COS = 273,
     TAN = 274,
     POW = 275,
     EXP = 276,
     LOG = 277,
     LOG10 = 278,
     SQRT = 279,
     HYPOT = 280,
     FLOOR = 281,
     CEIL = 282,
     FMOD = 283,
     FABS = 284,
     ANALYSIS_TYPE = 285,
     DIRECTION = 286,
     CONSTRAINT = 287,
     HINGED = 288,
     NODE_DOF = 289,
     MASS_MODE = 290,
     PROBLEM = 291,
     ANALYSIS = 292,
     LOAD_CASES = 293,
     END = 294,
     NODES = 295,
     ELEMENTS = 296,
     MATERIALS = 297,
     LOADS = 298,
     FORCES = 299,
     CONSTRAINTS = 300,
     TITLE_EQ = 301,
     NODES_EQ = 302,
     ELEMENTS_EQ = 303,
     ANALYSIS_EQ = 304,
     X_EQ = 305,
     Y_EQ = 306,
     Z_EQ = 307,
     FORCE_EQ = 308,
     CONSTRAINT_EQ = 309,
     MASS_EQ = 310,
     LOAD_EQ = 311,
     MATERIAL_EQ = 312,
     E_EQ = 313,
     IX_EQ = 314,
     IY_EQ = 315,
     IZ_EQ = 316,
     A_EQ = 317,
     J_EQ = 318,
     G_EQ = 319,
     T_EQ = 320,
     RHO_EQ = 321,
     NU_EQ = 322,
     KAPPA_EQ = 323,
     RK_EQ = 324,
     RM_EQ = 325,
     KX_EQ = 326,
     KY_EQ = 327,
     KZ_EQ = 328,
     C_EQ = 329,
     DIRECTION_EQ = 330,
     VALUES_EQ = 331,
     FX_EQ = 332,
     FY_EQ = 333,
     FZ_EQ = 334,
     MX_EQ = 335,
     MY_EQ = 336,
     MZ_EQ = 337,
     SFX_EQ = 338,
     SFY_EQ = 339,
     SFZ_EQ = 340,
     SMX_EQ = 341,
     SMY_EQ = 342,
     SMZ_EQ = 343,
     TX_EQ = 344,
     TY_EQ = 345,
     TZ_EQ = 346,
     RX_EQ = 347,
     RY_EQ = 348,
     RZ_EQ = 349,
     ITX_EQ = 350,
     ITY_EQ = 351,
     ITZ_EQ = 352,
     IRX_EQ = 353,
     IRY_EQ = 354,
     IRZ_EQ = 355,
     VX_EQ = 356,
     VY_EQ = 357,
     VZ_EQ = 358,
     AX_EQ = 359,
     AY_EQ = 360,
     AZ_EQ = 361,
     ALPHA_EQ = 362,
     BETA_EQ = 363,
     GAMMA_EQ = 364,
     DOFS_EQ = 365,
     MASS_MODE_EQ = 366,
     START_EQ = 367,
     STOP_EQ = 368,
     STEP_EQ = 369,
     GRAVITY_EQ = 370,
     ITERATIONS_EQ = 371,
     TOLERANCE_EQ = 372,
     LOAD_STEPS_EQ = 373,
     RELAXATION_EQ = 374,
     INPUT_RANGE_EQ = 375,
     INPUT_DOF_EQ = 376,
     INPUT_NODE_EQ = 377,
     NODE_FORCES_EQ = 378,
     ELEMENT_LOADS_EQ = 379,
     CANVAS = 380,
     FIGURES = 381,
     NODE_NUM_EQ = 382,
     ELT_NUM_EQ = 383,
     SNAP_EQ = 384,
     GRID_EQ = 385,
     SNAP_SIZE_EQ = 386,
     GRID_SIZE_EQ = 387,
     X_MIN_EQ = 388,
     X_MAX_EQ = 389,
     Y_MIN_EQ = 390,
     Y_MAX_EQ = 391,
     SCALE_EQ = 392,
     X_POS_EQ = 393,
     Y_POS_EQ = 394,
     WIDTH_EQ = 395,
     HEIGHT_EQ = 396,
     NODE_COLOR_EQ = 397,
     ELT_COLOR_EQ = 398,
     LABEL_FONT_EQ = 399,
     TOOL_COLOR_EQ = 400,
     TOOL_FONT_EQ = 401,
     FONT_EQ = 402,
     COLOR_EQ = 403,
     LENGTH_EQ = 404,
     TEXT_EQ = 405,
     POINTS_EQ = 406,
     FIGURE_TYPE = 407
   };
#endif
#define OR 258
#define AND 259
#define NEQUAL 260
#define EQUALS 261
#define GT_EQ 262
#define LT_EQ 263
#define RSHIFT 264
#define LSHIFT 265
#define UNARY 266
#define NAME 267
#define INTEGER 268
#define DOUBLE 269
#define BOOLEAN 270
#define TIME 271
#define SIN 272
#define COS 273
#define TAN 274
#define POW 275
#define EXP 276
#define LOG 277
#define LOG10 278
#define SQRT 279
#define HYPOT 280
#define FLOOR 281
#define CEIL 282
#define FMOD 283
#define FABS 284
#define ANALYSIS_TYPE 285
#define DIRECTION 286
#define CONSTRAINT 287
#define HINGED 288
#define NODE_DOF 289
#define MASS_MODE 290
#define PROBLEM 291
#define ANALYSIS 292
#define LOAD_CASES 293
#define END 294
#define NODES 295
#define ELEMENTS 296
#define MATERIALS 297
#define LOADS 298
#define FORCES 299
#define CONSTRAINTS 300
#define TITLE_EQ 301
#define NODES_EQ 302
#define ELEMENTS_EQ 303
#define ANALYSIS_EQ 304
#define X_EQ 305
#define Y_EQ 306
#define Z_EQ 307
#define FORCE_EQ 308
#define CONSTRAINT_EQ 309
#define MASS_EQ 310
#define LOAD_EQ 311
#define MATERIAL_EQ 312
#define E_EQ 313
#define IX_EQ 314
#define IY_EQ 315
#define IZ_EQ 316
#define A_EQ 317
#define J_EQ 318
#define G_EQ 319
#define T_EQ 320
#define RHO_EQ 321
#define NU_EQ 322
#define KAPPA_EQ 323
#define RK_EQ 324
#define RM_EQ 325
#define KX_EQ 326
#define KY_EQ 327
#define KZ_EQ 328
#define C_EQ 329
#define DIRECTION_EQ 330
#define VALUES_EQ 331
#define FX_EQ 332
#define FY_EQ 333
#define FZ_EQ 334
#define MX_EQ 335
#define MY_EQ 336
#define MZ_EQ 337
#define SFX_EQ 338
#define SFY_EQ 339
#define SFZ_EQ 340
#define SMX_EQ 341
#define SMY_EQ 342
#define SMZ_EQ 343
#define TX_EQ 344
#define TY_EQ 345
#define TZ_EQ 346
#define RX_EQ 347
#define RY_EQ 348
#define RZ_EQ 349
#define ITX_EQ 350
#define ITY_EQ 351
#define ITZ_EQ 352
#define IRX_EQ 353
#define IRY_EQ 354
#define IRZ_EQ 355
#define VX_EQ 356
#define VY_EQ 357
#define VZ_EQ 358
#define AX_EQ 359
#define AY_EQ 360
#define AZ_EQ 361
#define ALPHA_EQ 362
#define BETA_EQ 363
#define GAMMA_EQ 364
#define DOFS_EQ 365
#define MASS_MODE_EQ 366
#define START_EQ 367
#define STOP_EQ 368
#define STEP_EQ 369
#define GRAVITY_EQ 370
#define ITERATIONS_EQ 371
#define TOLERANCE_EQ 372
#define LOAD_STEPS_EQ 373
#define RELAXATION_EQ 374
#define INPUT_RANGE_EQ 375
#define INPUT_DOF_EQ 376
#define INPUT_NODE_EQ 377
#define NODE_FORCES_EQ 378
#define ELEMENT_LOADS_EQ 379
#define CANVAS 380
#define FIGURES 381
#define NODE_NUM_EQ 382
#define ELT_NUM_EQ 383
#define SNAP_EQ 384
#define GRID_EQ 385
#define SNAP_SIZE_EQ 386
#define GRID_SIZE_EQ 387
#define X_MIN_EQ 388
#define X_MAX_EQ 389
#define Y_MIN_EQ 390
#define Y_MAX_EQ 391
#define SCALE_EQ 392
#define X_POS_EQ 393
#define Y_POS_EQ 394
#define WIDTH_EQ 395
#define HEIGHT_EQ 396
#define NODE_COLOR_EQ 397
#define ELT_COLOR_EQ 398
#define LABEL_FONT_EQ 399
#define TOOL_COLOR_EQ 400
#define TOOL_FONT_EQ 401
#define FONT_EQ 402
#define COLOR_EQ 403
#define LENGTH_EQ 404
#define TEXT_EQ 405
#define POINTS_EQ 406
#define FIGURE_TYPE 407




#if ! defined (YYSTYPE) && ! defined (YYSTYPE_IS_DECLARED)
#line 117 "parser.y"
typedef union YYSTYPE {
    int       i;
    double    d;
    char     *s;
    Pair      p;
    CasePair  cp;
    char      c;
} YYSTYPE;
/* Line 1240 of yacc.c.  */
#line 350 "y.tab.h"
# define yystype YYSTYPE /* obsolescent; will be withdrawn */
# define YYSTYPE_IS_DECLARED 1
# define YYSTYPE_IS_TRIVIAL 1
#endif

extern YYSTYPE yylval;