Manual+Sap2000+Español+PDF

September 22, 2018 | Author: Enzo Vinci | Category: Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, Cartesian Coordinate System, Free Software, Coordinate System, Window (Computing), Truss, 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ELEMENTOS SÓLIDDS

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Sh-R :Sección Rec...¡¡ular Sh-P : SeccIón de C:ll1eria. o la Sección Redonda Sólida si twzO (o no especificó) Sh-B : Sección de la Caja Sh-l : Sección l Sh=C : Sección Conal Sh=T : Seccion T SbzL : Seccióo Angular Sh=2L: SeccIón Angular doble

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A/SC.PRO: American InstilUle ofSI«1 Consuuction shopos CISC.PRO: CllMdian InsUlUte of Sleel Coosttueuon shopes SECTIONS.PRO: This IS JUSI a copy of A/SC.PRO.

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Cada forma guardada en un an::hl\"O del banco de datos puede ser referenciada a través de uno o dos diferentes etiquetas. Por ejemplo. el W36..

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USted puede especificar dos extremos de trecho rígido para cada elemento usando paromctros ¡off y jofT correspondiendo a los extremos I y J. respecuHunentc. El extremo ioJJes la longitud de solope pnnl un elememo dado con otros elementos que une en el nudo i. Es lo distancia dcl nudo a la cara de In conexión pnra el dememo d41do. Una definición similar se aplico; paro jotT del extremo en el nudo J. V"" Figuro 4

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) Efecto sobre el Esfuerzo Interno de salida

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Todo las fuerzó1S intemas y momentos son salidas en las caras de los apoyos y ti otros puntos igualmente· espaciados dentro de la longitud libre del elemenro. Ningún esfuerzos se produce dentro del extremo compensado que incluye la nudo.

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Vc:l el Tema "Salida de los Esfuerzos Internos" en este capitulo para más información.

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Normalmente. las lres rraslaciones y ll'es grados rotatorios de libcru1d a cada eXlremO del elemento de Pórtico es connnuo con los nudos y elementos conectados a ese nudo. Sin embargo. es posible soltar (liberar) unO o mas de los grados de libertad del nudo del elemento cU8Jldo es COItOCldo que fuerl8 del elemento correspondiente o momemo es cero Las libertades siempre son especltlcadas en el sistema de las coordel1adas locales del elemento. r no afecta cualqUier otro elemento conectado a ese nudo. En el ejemplo mostrado en la Figura ~ el elemento diagonal tiene un momento de conexión al E~"tremo I ~ una conexión aniculacia al Extremo 1. Los otro dos elementos conectados al Extremo J son c;ontinuos. Por consigujenle para modelar la condición de aniculaclón la rOlación R3 al Extremo J del elememo diagonal debe soltarse. Esto asegura que el momento es cero en la aniculación en el elemento diagonal.

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Para el elemento diagonal: R3 es liberado en J Figura 5 El Elemento y sus grados de libertades

Grados de libertad Inestables en un Extremo Cualquier combinación de libertades de e:ttremo puede especificarse para un elemento de Pórtico proporcionando estabilidad. estO asegura que toda la c3!ga ::lplicada al elemento es rransfendo al reslo de la esb'UCNra. Los siguientes grupos de libertades son inestables. por si solas o en combinación. '! no se permiten: • • • • •

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Siempre se asumen libenades para las caras de soporte. Le.. 8 los ex-rremos de la longitud libre del elemento. Si una libertad de momento. cortante. nexión del plano no se especifica en cualquier extremo del elemento. se asume que el extremo está rígido a la flexión y cortante en ese plano a ese extremo.

Libertades del extremo

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figura (-2: La Pantalla ClUlndo Después del Paso 18 19. Pulse en los demenlas 1 r 3 para seleccionarlos 20. Del menú Edil seleccione Di\"idc Frames...

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2 l. Verifique que la ventana esle como se muestra en el grafico siguiente.

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22. Pulse el botón palll dlbujar un eiemenlo ..... 1 del memi lateral ~ DMa.1m) Freme' 23. Pulse los nudos 9 y 13 pam dibujar un elemento luego presione del [celado "enter", l.ast/Fil'lott"'~ 24. Pulse los nudos 8 y 12 pam dibujar un elemento (" Break 8llMl:I'leCllOl'lS WIltl ..recttd Iluego presione "enter", Fmm.. IW'Jd Jomtt 25. Pulse los nudos 7 y II para dibujar un elemenlo luego presione "enter"'. I 0< I 26 Pulse los nudos 6 y 10 para dibuj:u un elemento ~I luego preswne "cnter" :¡ p.~:;)5 ~cs 13 j : piUU dibujar tm clemtmü :üego prnjone -CIte' . 28. PuJse los nudos 12 y 9 para dibujar Wl elemento luego presione "enter",

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29. Pulse los nudos II y 8 para dibujar Wl ekmento luego presione "entec',

30. Pulse los nudos 10 y 7 para dibujar un elemento luego presione "enter",

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31. Pulse el botón del pwuero del menú lateral para estar en modo de dibujo. 32. Pulse en la venmna JO para llcnvarla 33 Del menu Vicw seleccione Rcrresh Vlew :;.., ?1Jise en ia pantaiia OenOlnlIU1Q8 X-Z Plane·g¡ Y-v para acO\'aria

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3l. Pulse el botón en el Menú de Herrarnientll,lat
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