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Libro Mecánica de Materiales (Prácticas y Exámenes UPC)

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M<br />

A=4V B<br />

- 56<br />

8kN/m<br />

4kN<br />

A<br />

B<br />

C<br />

V B<br />

3m 1m 1m<br />

TRAMO I-I ( 0 x 3)<br />

EIy"<br />

EIy'<br />

(28 V )x (4V<br />

B<br />

2<br />

x<br />

(28 VB<br />

) (4VB<br />

2<br />

3<br />

x<br />

EIy (28 VB<br />

) (4VB<br />

6<br />

CONDICIONES:<br />

B<br />

56) 4x<br />

2<br />

4x<br />

56)x <br />

3<br />

2<br />

x<br />

56)<br />

2<br />

3<br />

4<br />

x<br />

<br />

3<br />

a) Si x 0 0<br />

b) Si x 0 y y 0<br />

TRAMO II-II ( 3 x 4)<br />

EIy"<br />

(28 V )x (4V<br />

B<br />

B<br />

x<br />

0<br />

A<br />

C<br />

1<br />

C x C<br />

<br />

C 1<br />

0<br />

x 0 A<br />

C 2<br />

0<br />

56) 24(x 1,5)<br />

1<br />

2<br />

EIy'<br />

2<br />

x<br />

(28 VB<br />

)<br />

2<br />

(4V<br />

3<br />

x<br />

EIy (28 VB<br />

) (4VB<br />

6<br />

B<br />

14,312kN.m<br />

56)x 12(x<br />

1,5)<br />

2<br />

x<br />

56)<br />

2<br />

A<br />

2<br />

4(x 1,5)<br />

8kN/m<br />

C<br />

3<br />

3<br />

C x C<br />

3<br />

4<br />

B<br />

4kN<br />

C<br />

17,578kN<br />

10,422kN<br />

3m 1m 1m<br />

17,578<br />

+<br />

4<br />

14,312<br />

2,19725m<br />

6,422<br />

V<br />

(kN)<br />

4<br />

+<br />

5<br />

128<br />

2,422<br />

M<br />

(kN.m)

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