ejemplo 1

13
1 D 30 40 35 2.5 35 4 4 5 A 30 40 B 30 40 2.5 30 35 30 35 2 4.00 1.00 1.00

Upload: narelemilio

Post on 04-Nov-2015

213 views

Category:

Documents


0 download

DESCRIPTION

estructuras porticos

TRANSCRIPT

Hoja11

D3040EElementoILK = KaCargaMfMf(dm^4)(m)3530Viga AB16.0004.0004.0002.0005.0006.667-6.6672.5354430Viga BC16.0003.0005.3332.6674.0002.667-2.667Viga DE16.0003.0005.3332.6671.0000.469-0.4695Colum A6.7502.5002.7001.3502.000-0.4170.625Colum B, BD12.5052.5005.0022.5010.0000.0000.000Col C, CE6.7502.5002.7001.3500.0000.0000.000A3040B3040C

2.5303530303530

2

4.001.001.001.00

3.00

5.3332.6675.3330.469-0.4695.0022.7000.0000.000

2.5011.350

5.0020.0004.0002.0004.0005.3332.6675.3332.7006.667-6.6672.667-2.6670.0002.7005.0022.700-0.4170.0000.00

1.3502.5011.350

2.7005.0022.7000.6250.0000.00

(K -a - K)(Mf - Mf)ABCDEK=6.7002.00000.0000x=A =-1.025U=-6.2502.00019.3382.6672.5010.000B =0.3094.00002.66710.73301.350C =0.162=2.6670.0002.501010.3352.667D =-0.140-0.46900.0001.3502.6678.033E =0.0780.469

K^-1=0.154-0.0170.0050.005-0.002-0.0170.058-0.015-0.0160.0080.005-0.0150.0990.009-0.0200.005-0.0160.0090.110-0.038-0.0020.008-0.020-0.0380.140MD =0.000ME =0.000

-0.071-0.4280.207-0.374-0.7470.4140.469-0.4690.0000.000-0.70079688590.2100.7719114280.2190.0710.428MA =0.000

3.184-7.4821.1934.745-0.9800.5420.617-2.050-0.3500.4320.8230.105-4.1001.2351.5441.6460.8640.4376.667-6.6670.0002.667-2.6670.000-0.4170.0000.000Mc =0.000-2.767MB =0.0001.5440.4370.0000.0000.000-3.1841.5440.437

-0.7590.7720.219-1.3840.7720.2190.0000.0000.0000.6250.0000.000

-0.071-0.4280.071-0.4280.0710.4280.071-0.428

1.193-1.1933.184-7.4824.745-0.9800.542-3.184-7.482-4.745-0.9800.542-3.1841.5440.437-3.1841.544-0.437

-0.7590.7720.2190.759-0.7720.219

Segn CroosResistencia de Materiales

Hoja3