Plantilla de Analisi PARCIAL.xlsx
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ELEMENTO 1 ENTRADA SALIDA L= 1.5 m A= 0.00050 E= 2E+08 Kn/m2 CX= 0 α= 90 ° CY= 1 CX2= 0 CY2= 1 CXCY= 0 3.7525E-33 6.1257E-17 K= 66667 X -3.752E-33 -6.126E-17 ELEMENTO 2 ENTRADA SALIDA L= 2.5 m A= 0.00050 E= 2E+08 Kn/m2 CX= 1 α= 0° CY= 0 CX2= 1 CY2= 0 CXCY= 0 1 0 K= 40000 X -1 0 ELEMENTO 3 ENTRADA SALIDA L= 2.9155 m A= 0.00080 E= 2E+08 Kn/m2 CX= 0.86 α= 30.964 ° CY= 0.51 CX2= 0.74 CY2= 0.26 CXCY= 0
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Plantilla excel, análisis matricicial
Transcript of Plantilla de Analisi PARCIAL.xlsx
MATRIZ DE RIGIDEZ
ELEMENTO 1
ENTRADASALIDAL=1.5mA=0.00050E=2.E+08Kn/m2CX=06.1257422745431E-17100=90CY=1-16.1257422745431E-1700CX2=0006.1257422745431E-171CY2=100-16.1257422745431E-17CXCY=0
53643.75247184141245E-336.1257422745431E-17-3.75247184141245E-33-6.1257422745431E-17500-0-06.1257422745431E-171-6.1257422745431E-17-13066667-0-66667K=66667X-3.75247184141245E-33-6.1257422745431E-173.75247184141245E-336.1257422745431E-176-0-000-6.1257422745431E-17-16.1257422745431E-1714-0-66667066667
ELEMENTO 2
ENTRADASALIDAL=2.5mA=0.00050E=2.E+08Kn/m2CX=11000=0CY=00100CX2=10010CY2=00001CXCY=0
647810-106400000-400000000040000K=40000X-10107-400000400000000080000
ELEMENTO 3
ENTRADASALIDAL=2.9154759474mA=0.00080E=2.E+08Kn/m2CX=0.860.85749292570.514495755400=30.9637565321CY=0.51-0.51449575540.857492925700CX2=0.74000.85749292570.5144957554CY2=0.2600-0.51449575540.8574929257CXCY=0
537810-1-054035324212-40353-2421200-0-032421214527-24212-14527K=54880X-1-0107-40353-242124035324212-0-0008-24212-145272421214527
ELEMENTO 4
ENTRADASALIDAL=2.5mA=0.00080E=2.E+08Kn/m2CX=11000=0CY=00100CX2=10010CY2=00001CXCY=0
531210-105640000-640000000030000K=64000X-10101-640000640000000020000
ELEMENTO 5
ENTRADASALIDAL=1.5mA=0.00050E=2.E+08Kn/m2CX=06.1257422745431E-17100=90CY=1-16.1257422745431E-1700CX2=0006.1257422745431E-171CY2=100-16.1257422745431E-17CXCY=0
12783.75247184141245E-336.1257422745431E-17-3.75247184141245E-33-6.1257422745431E-17100-0-06.1257422745431E-171-6.1257422745431E-17-12066667-0-66667K=66667X-3.75247184141245E-33-6.1257422745431E-173.75247184141245E-336.1257422745431E-177-0-000-6.1257422745431E-17-16.1257422745431E-1718-0-66667066667
RIGIDEZ GLOBAL12345678U-501-640000000302000-666670-303242120-24212-145270040000X00=51043530-40353-242120.0007812506040000-4000000.0022903273507-40353-4000080353242120.002290327308-2421202421281194-0.00045
U50.00078125U60.00229032730.0000156250.0000156250.000015625-5.31957486757341E-22U70.00229032730.0000156250.00007080650.0000458065-0.000009U8-0.000450.0000156250.00004580650.0000458065-0.000009-8.32667268468867E-22-0.000009-0.0000090.000015AX=-50.00AY=30.00CX=-30.00CY=0.00
MATRIZ DE DESPLAZAMIENTOELEMENTO 1ELEMENTO 2ELEMENTO 3ELEMENTO 4ELEMENTO 5U50.00078125U60.0022903273U50.00078125U50.00078125U10U30U40U30U30.00E+00U20U60.0022903273U70.002290U70.0022903273U10U70.0022903273U40U8-0.000450U8-0.00045U20U8-0.00045MATRIZ EN COORDENADAS GLOBALESELEMENTO 1ELEMENTO 2ELEMENTO 3ELEMENTO 4ELEMENTO 5F1-0F10F1-50F550F30F2-0F20F2-30F60F430F30F70F550F7-50F7-0F40F80F630F80F8-30MATRIZ EN COORDENADAS LOCALESELEMENTO 1ELEMENTO 2ELEMENTO 3ELEMENTO 4ELEMENTO 5f1-0f10f1-58f150f130f20f20f20f20f2-0f70f70f758f7-50f7-30f80f80f80f80f80ESFUERZOS EN MpaELEMENTO 1ELEMENTO 2ELEMENTO 3ELEMENTO 4ELEMENTO 5 =0 =0.00 =72.89 =-62.50 =-60.0TODO BIENTODO BIENTODO BIENTODO BIENTODO BIENAdm Tension =70MpaAdm Compresion =100Mpa
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