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Mecanica de Materiales - 7ma.Ed_James

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1010 Respuestas a los problemas<br />

9.5.19 d C 0.120 in<br />

9.5.20 q 16cEI/7L 4<br />

9.5.21 d h Pcb 2 /2EI, d v Pc 2 (c 3b)/3EI<br />

9.5.22 d PL 2 (2L 3a)/3EI<br />

9.5.23 (a) b/L 0.4030; (b) d C 0.002870qL 4 /EI<br />

9.5.24 a 22.5°, 112.5°, 67.5°, o 157.5°<br />

9.6.4 u B 7qL 3 /162EI, d B 23qL 4 /648EI<br />

9.6.5 d B 0.443 in, d C 0.137 in<br />

9.6.6 d B 11.8 mm, d C 4.10 mm<br />

9.6.8 P 64 kN<br />

9.6.9 u A M 0 L/6EI, u B M 0 L/3EI,<br />

d M 0 L 2 /16EI<br />

9.6.10 u A Pa(L a)(L 2a)/6LEI,<br />

d 1 Pa 2 (L 2a) 2 /6LEI, d 2 0<br />

9.6.11 u A M 0 L/6EI, u B 0, d M 0 L 2 /27EI (hacia abajo)<br />

9.7.1 (a) d B PL 3 (1 7I 1 /I 2 )/24EI 1 ;<br />

(b) r (1 7I 1 /I 2 )/8<br />

9.7.2 (a) d B qL 4 (1 15I 1 /I 2 )/128EI 1 ;<br />

(b) r (1 15I 1 /I 2 )/16<br />

9.7.3 (a) d c = 0.31 in (hacia arriba)<br />

(b) d c = 0.75 in (hacia abajo)<br />

9.7.4 v qx(21L 3 64Lx 2 32x 3 )/768EI para<br />

0 x L/4;<br />

v q(13L 4 256L 3 x 512Lx 3<br />

256x 4 )/12,288EI para L/4 x L/2;<br />

u A 7qL 3 /256EI; d máx 31qL 4 /4096EI<br />

9.7.5 u A 8PL 2 /243EI, d B 8PL 3 /729EI,<br />

d máx 0.01363PL 3 /EI<br />

9.7.6 v 2Px(19L 2 27x 2 )/729EI para 0 x L/3;<br />

v P(13L 3 175L 2 x 243Lx 2 81x 3 )/1458EI<br />

para L/3 x L;<br />

u A 38PL 2 /729EI, u C 34PL 2 /729EI,<br />

d B 32PL 3 /2187EI<br />

9.7.7 v<br />

3<br />

PL<br />

L 3x 1<br />

ln<br />

L x<br />

EI A 2(L x) 8L<br />

8 2L<br />

;<br />

d A<br />

3<br />

PL<br />

(8 ln 2<br />

8EIA<br />

5)<br />

9.7.8 v<br />

PL 4L(<br />

2L 3x) 2x 7<br />

2 ;<br />

24EI A ( L x) L<br />

d A<br />

PL 24EI A<br />

9.7.9 v<br />

3<br />

8PL<br />

L 2x 1<br />

ln 2L x<br />

EIA<br />

2L x 9L<br />

9 3L<br />

;<br />

3<br />

8PL<br />

d A ln 3 7<br />

EI<br />

2 18<br />

A<br />

9.7.10<br />

9.7.11<br />

vx<br />

d A<br />

vx<br />

d B<br />

9.7.12 (a) v<br />

v<br />

( )<br />

( )<br />

3<br />

19,683PL<br />

⎛ 81L<br />

⎜<br />

2ln<br />

2000EI<br />

A<br />

81L<br />

40x<br />

⎛<br />

⎛ 81 40x<br />

⎞ 6440x 3361 ⎞<br />

⎜ ⎟<br />

⎟<br />

121 121L<br />

14641L 14641<br />

⎛<br />

3<br />

19,683PL<br />

⎛<br />

⎛11⎞⎞<br />

⎜ 2820 14,641 ln ⎜ ⎟⎟<br />

7,320,500<br />

⎛<br />

⎛<br />

EI<br />

A<br />

9<br />

3<br />

19,683PL<br />

⎛ 81L<br />

⎛ 40x<br />

⎞<br />

⎜<br />

2ln<br />

⎜1<br />

⎟<br />

⎛<br />

2000 ⎛ EI<br />

A<br />

81L<br />

40x<br />

81L<br />

6440x ⎞<br />

1⎟<br />

14,641L<br />

19,683<br />

7,320,500<br />

3<br />

2<br />

qL<br />

8Lx<br />

1<br />

16EI A (L x) 3 para 0 x L,<br />

4<br />

qL<br />

(9L 2 14Lx x 2 )x x<br />

ln 1<br />

2EI<br />

8L(L x) 2<br />

L<br />

A<br />

3<br />

PL<br />

EI<br />

⎛<br />

A<br />

⎛11⎞⎞<br />

2820 14,641 ln ⎜ ⎟⎟<br />

9<br />

para 0 x L;<br />

3<br />

qL<br />

qL 4 (3 4ln2)<br />

(b) u A , d C<br />

16EI A 8EI A<br />

9.8.1 U 4bhL s 2 máx/45E<br />

9.8.2 (a) y (b) U P 2 L 3 /96EI; (c) d PL 3 /48EI<br />

9.8.3 (a) y (b) U<br />

2 5<br />

qL<br />

15EI<br />

9.8.4 (a) U 32EId 2 /L 3 ; (b) U p 4 EId 2 /4L 3<br />

9.8.5 (a) U P 2 a 2 (L a)/6EI;<br />

(b) d C Pa 2 (L a)/3EI;<br />

(c) U 241 in-lb, d C 0.133 in<br />

9.8.6 U<br />

L<br />

Lq qL M<br />

15 360 EI (<br />

4 2 2<br />

17 280 2560M<br />

9.8.7 d B 2PL 3 /3EI 8 2PL/EA<br />

9.9.2 d D Pa 2 b 2 /3LEI<br />

9.9.3 d C Pa 2 (L a)/3EI<br />

9.9.6 d C L 3 (2P 1 5P 2 )/48EI,<br />

d B L 3 (5P 1 16P 2 )/48EI<br />

9.9.7 u A 7qL 3 /48EI<br />

9.9.8 d C Pb 2 (b 3h)/3EI, u C Pb(b 2h)/2EI<br />

9.9.9 d C 31qL 4 /4096EI<br />

9.9.10 u A M A (L 3a)/3EI, d A M A a(2L 3a)/6EI<br />

9.9.11 d C Pa 2 (L a)/3EI P(L a) 2 /kL 2<br />

9.9.12 d D 37qL 4 /6144EI (hacia arriba)<br />

9.10.1 s máx s est [1 (1 2h/d est ) 1/2 ]<br />

9.10.2 s máx 18WEh/AL<br />

⎛<br />

⎛<br />

⎜<br />

⎛<br />

⎛<br />

⎛<br />

⎛<br />

⎛<br />

⎛<br />

⎛<br />

⎛<br />

0 02<br />

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