LONGITUDES DE LOS TRAMOS TRAMO LONGITUDLONG. PARCIAL CARGA

A-B 63

103

B-C 64

152

C-D 7 5 4

1.- MOMENTOS DE EMPOTRAMIENTO

11.25006.666713.333324.5000

3.-

2.- FACTORES DE DISTRIBUCIN Y TRA

NUDO BARRA Ft FD

BB-A 0.5 0.5000B-C 0.5 0.5000

CC-B 0.5 0.4615 FDC-D 0.5 0.5385 Ft 0

MED 0T -4.4792D 0T 2.1827D 0T -0.2584D 0T 0.1259D 0T -0.0149D 0T 0.0073D 0T -0.0009D 0T 0.0004D 0T 0.0000

M B-A=M B-C=M C-B=

M C-D=D-C=

A B C D

A

D 0T 0.0000

4.- CALCULO DE LAS REACCIONES

Me=

a) POR CARGA EXTERNA 5.00 b) POR MOMENTOS -1.6062

= 3.3938

10 ton

3.3938

0

-6.6062

A

10.1814

A

CALCULO DE LAS APROXIMACIONES

-0.5000 -0.5000 -0.4615 -0.5385 -0.50.5 0.5 0.5 0.5 0

11.2500 6.6667 13.3333 24.5000 24.5000-8.9583 -8.9583 -17.4615 -20.3718 -12.2500

10.0000 -8.7308 -4.4792 0.0000 -10.18594.3654 4.3654 2.0673 2.4119 5.0929

20.0000 1.0337 2.1827 0.0000 1.2059-0.5168 -0.5168 -1.0074 -1.1753 -0.6030

30.0000 -0.5037 -0.2584 0.0000 -0.58760.2518 0.2518 0.1193 0.1391 0.2938

40.0000 0.0596 0.1259 0.0000 0.0696-0.0298 -0.0298 -0.0581 -0.0678 -0.0348

50.0000 -0.0291 -0.0149 0.0000 -0.03390.0145 0.0145 0.0069 0.0080 0.0170

60.0000 0.0034 0.0073 0.0000 0.0040-0.0017 -0.0017 -0.0034 -0.0039 -0.0020

70.0000 -0.0017 -0.0009 0.0000 -0.00200.0008 0.0008 0.0004 0.0005 0.0010

80.0000 0.0002 0.0004 0.0000 0.0002-0.0001 -0.0001 -0.0002 -0.0002 -0.0001

90.0000 -0.0001 0.0000 0.0000 -0.0001

B C D

0.0000 0.0000 0.0000 0.0000 0.0001100.0000 0.0000 0.0000 0.0000 0.0000

6.376 -6.376 -5.440 5.440

4.- CALCULO DE LAS REACCIONES

6.376 -6.376 -5.440 5.440

5.00 5.00 10 14 141.6062 -0.0289 0.0289 0.7772 -0.7772

11.5773 24.8061 13.2228

DIAGRAMA DE CORTANTES

15ton w= 4ton/m

14.7772

4.9711

0

-10.0289-13.2228

B C D

17.4865

10.2472

-4.3688

-9.6372 -9.8092

B C D

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