PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
1
1
CORAS ESCALANTE, HilmerCORAS ESCALANTE, Hilmer
Ejemplo N° 1 Ejemplo N° 1
Para la estructura que se muestra dibujar los diagramas de momentos flectores y fuerzas Para la estructura que se muestra dibujar los diagramas de momentos flectores y fuerzas cortantes.
cortantes.
Lo primero que hacemos es enumerar los nudos, barras, y propiedades. Lo primero que hacemos es enumerar los nudos, barras, y propiedades.
Ingresamos al Programa
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
En el Menú
En el Menú DatosDatos ingresamos: ingresamos:
En el Menú
En el Menú MEPMEP ingresamos: ingresamos:
Primero los Momentos de Empotramiento Perfecto debido a
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Damos clic en terminar si ya ingresamos todas las cargas q existe en la estructura. Damos clic en terminar si ya ingresamos todas las cargas q existe en la estructura.
Obteniéndose lo siguiente: Obteniéndose lo siguiente:
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Ahora ingresamos los Momentos de Empotramiento Perfecto debido a
Ahora ingresamos los Momentos de Empotramiento Perfecto debido a DesplazamientosDesplazamientos
Primer desplazamiento: Primer desplazamiento:
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Obteniéndose: Obteniéndose:
Segundo desplazamiento: Segundo desplazamiento:
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Obteniéndose lo siguiente: Obteniéndose lo siguiente:
Ahora podemos consultar los Resultados: Ahora podemos consultar los Resultados:
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
1.
1. Rigidez Relativa: Kij=I/LRigidez Relativa: Kij=I/L
2.
2. Coeficientes de TransmisiónCoeficientes de Transmisión
3.
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
4.
4. Cuadro de distribuciónCuadro de distribución
Cuadro de Distribución debido a Cargas Cuadro de Distribución debido a Cargas
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Cortantes debido a Cargas Cortantes debido a Cargas
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Recuerda trabajar con coordenadas locales
Recuerda trabajar con coordenadas locales
Sumando tenemos: Aquí trabajar con coordenadas globales. Sumando tenemos: Aquí trabajar con coordenadas globales.
Cuadro de Distribución debido al
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Cortantes debido al primer
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Sumando. Sumando.
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PROGRAMA EN HP PRIME
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Cortantes debido al primer desplazamiento Cortantes debido al primer desplazamiento
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Sumando: Sumando:
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UNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGAUNIVERSIDAD NACIONAL DE SAN CRISTÓBAL DE HUAMANGA
Sistema de ecuaciones. Sistema de ecuaciones. 0 = 39 0 = 39.8.8151555 ++ 11 ∗∗ ( (210.14512210.14512)) + 2 ∗+ 2 ∗ ( (−47.4667−47.4667)) 0 = − 0 = −2727.4.4696944 ++ 11 ∗∗ ((−68.353059−68.353059)) + 2 ∗+ 2 ∗ ((38.623938.6239)) Resolviendo: Resolviendo: 1 = −0.0480176 1 = −0.0480176 2 = 0.6262249 2 = 0.6262249
Ahora calculamos los Momentos Finales. Ahora calculamos los Momentos Finales.
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