Vigas de Concreto Armado - Unesp
Vigas de Concreto Armado - Unesp
Vigas de Concreto Armado - Unesp
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UNESP - Bauru/SP – <strong>Vigas</strong> <strong>de</strong> <strong>Concreto</strong> <strong>Armado</strong> 53---------------------------------------------------------------------------GERACAO DA GEOMETRIA DO PORTICO: VS1 (19 X 60)------------------------------------------------------------------------------------------------------------------------------------------------------GERACAO DE COORDENADAS NODAISNO COORD X COORD Y IDENT---------------------------------------------------------------------------1 .000 .000 NOGL2 359.500 .000 NOGL3 719.000 .000 NOGL---------------------------------------------------------------------------GERACAO DE RESTRICOES NODAISNO RESTR X RESTR Y RESTR R IDENT---------------------------------------------------------------------------1 .10000E+38 .10000E+38 .16785E+07 RES3 1 1 0 RES---------------------------------------------------------------------------GERACAO DE CARACTERISTICAS DE BARRASNO NO COSSENO OPCAOBARRA INIC FIN PROP COMPRIMENTO DIRETOR DIAG IDENT---------------------------------------------------------------------------1 1 2 1 359.500 1.0000 1 BARG2 2 3 1 359.500 1.0000 1 BARG---------------------------------------------------------------------------GERACAO DE PROPRIEDADES DE BARRASPROP MAT AREA I FLEXAO ALTURA TEMP IDENT---------------------------------------------------------------------------1 1 .11400E+04 .34200E+06 60.00 .00 PROP---------------------------------------------------------------------------GERACAO DE PROPRIEDADES DE MATERIAISMAT MOD LONG PESO ESP COEF TERM IDENT---------------------------------------------------------------------------1 .289800E+04 .00000E+00 .00000E+00 MATL---------------------------------------------------------------------------PARAMETROS GEOMETRICOS E ELASTICOS DO PORTICO: VS1 (19 X 60)---------------------------------------------------------------------------NUMERO DE NOS.......................................................... 3NUMERO DE NOS COM RESTRICOES........................................... 2NUMERO DE RESTRICOES NODAIS............................................ 4NUMERO DE BARRAS....................................................... 2
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