analisis de matriz estructural

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Hoja1rea de la barra:Vertical=1200mmOtros=600mm

E acero=200N/mmCOORDENADA DE LOS NUDOS:NUDO INICIAL Y NUDO FINAL:GRADOS DE LIBERTAD DEL NUDO:

XYNINFUV030001131001CONU=400030002242GLN=002003NINF=233d1d23400004144d3d44345X1Y1X2Y2LAlmU1V1U2V210300000300012000.00-1.0000d1d224000300040000300012000.00-1.0000d3d4340003000005000600-0.80-0.6000d1d24030004000050006000.80-0.6000d3d45004000040006001.000.00d1d2d3d4

BARRA 1(vertical)

X1=0.00mmX2=0.00mm200 KN/mm X 1200 mmY1=3000mmY2=0.00mm3000mm

E=200L=300080A=1200l=0.00m=-1.00d1d20.000.000.000.00K1=0.0080.000.00-80.000.000.000.000.00d10.00-80.000.0080.00d2

BARRA 2(vertical)

X1=4000mmX2=4000mm200 KN/mm X 1200 mmY1=3000mmY2=0.00mm5000mm

E=200L=300080A=1200l=0.00m=-1.00d3d40.000.000.000.00K2=0.0080.000.00-80.000.000.000.000.00d30.00-80.000.0080.00d4

BARRA 3(inclinado)

X1=4000mmX2=0.00mm200 KN/mm X 600 mmY1=3000mmY2=0.00mm5000mm

E=200L=500024A=600l=-0.80m=-0.60d1d215.3611.52-15.36-11.52K2=11.528.64-11.52-8.64-15.36-11.5215.3611.52d1-11.52-8.6411.528.64d2

BARRA 4(inclinado)

X1=0.00mmX2=4000.00mm200 KN/mm X 600 mmY1=3000mmY2=0.00mm5000mm

E=200L=500024A=600l=0.80m=-0.60d3d415.36-11.52-15.3611.52K2=-11.528.6411.52-8.64-15.3611.5215.36-11.52d311.52-8.64-11.528.64d4

BARRA 5(horizontal)

X1=0.00mmX2=4000.00mm200 KN/mm X 600 mmY1=0.00mmY2=0.00mm4000mm

E=200L=400030A=600l=1.00m=0.00d1d2d3d430.000.00-30.000.00d1K2=0.000.000.000.00d2-30.000.0030.000.00d30.000.000.000.00d4d1d2d3d415.123.84-30.000.00d13.8429.550.000.00d2-30.000.0015.12-3.84d30.000.00-3.8429.55d4