16.09.2020 Views

Livro Hibbeler - 7ª ed Resistencia Materiais (Livro)

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

(} = 0,00329 Ll

12.100. A El

0,313

, A EI

12.101. (L.lA)y = 1,875 mm !, (L.lA)x = 6,250 mm

12.102. !.la = 169,04 mm !

3M0 3M0

M0

12.103. A, = O, Ay = 2L

,By = 2L

,Ms = 2

5 11 5

12.105. A, = O, Cy = 16

P, By = S P, Ay = 16 p

PL 3P 5P

12.106. A, = O, MA = Z

' Ay = Z

' By 2

12.107. M' = Pa( L a)

w0L 4w0L

12.109. Ax = O, Cy =l O ' By = - 5

, Ay

3A 2 E 2 wL14

12.110.

12.111.

TAc = -----=---=- ---"'----

8(A 2 EzLI + 3E1J1Lz)

wL2

wL2

MA = 12' MB = 12

3M0 3M0 M0

12.113. Ax = O, By = 2L

,Ay = 2L

,MA= 2

Mo Mo

12.114. MA = 3' By = O, Ms = 3

2P 4P

12.115. Ax = O, By = 3

, Ay = 3' MA = Pa

12.116. Ay = 10,80 kN, By = 28,40 kN, Cy = 10,80 kN

12.117. B, = O, Bv =

11P 13P

, M

Cy = TI, Ay = 32

M0 M0 M0

12.118.

6a , MA = 2

12.119. a = 0,414L

w0L

_

2w0L

_ w0L2

12.121. Ax = O, By = l O ' AY - 5 ,MA - 15

12.122. By = 550 N, Ay = 125 N, Cy = 125 N

12.123. d0 = 19,16 mm

12.124. A = 11,88 kN, B = 166,24 kN, C = 81,88 kN

12.125. C, = O, Cy =

p

3

PL 3PL

12.126. MA = g ' MB = - 8

-,B, = O, By = p

7wL 57wL 9wL2

12.127. Ax = O, By = 128

, Ay = 128' MA = ----us--

Ax = O, By = (;;; ' Av

12.128. P = 1,33 kN

12.129. Ax = O, By = - 5wL 3wL

4 -, Cy = Ay = 8

3P

F =

5wkL4

12.133.

wo

wL2

12.134. M B = 12

RESPOSTAS 623

12.130.

12.131. Fc = 31,07 kN

111

4(6EI + kL3)

_

a = L

(72 L.lEJ)l

WoL3 Wo

12.135. (}A = 24EI ' v = 120EIL

12.137.

12.138.

12.139.

woL4

VA = - 30EI

( wL4

Vz)máx = 18V3EI

Pa2

Pa3

(}B = 4EI ' Llc = 4EI i

Llc = 51,80 mm !

(

-x + 5L x -4L ,

5 4

12.140. C0 = 11,11 N, C1 = -4,00 N·m2, C 3 = 4,00 N·m2

1 3 )

v1 = EI

(Co ·xl +C1 · x1 ,

Vz = _l__ (-Co · Xz3 + C 3

·

EI

Xz)

2L3y

L4y

12.141. 8 = 3Et 2 , v 2Et2

w L2 w L2

12 142

' '

M B-- - 0 - M - - 0 30 ' A- 20

_

M

5wa2

12.143. o - 48

Capítulo 13

KL

13.1. Pcr= 4

13.2. Per = kL

13.3. Per = 22,7 kN

13.5. a= 43,59 mm

13.6. d0 = 15,94mm

13.7. Per = 151,4 kN

13.9. Per = 1.561,7 kN

13.10.

Per = 2.116,7 kN. Fsegurança = 4,23

13.11. Per = 8.466,8 kN. Não, não pode.

13.12. P = 64,6 kN

13.13. d = 209,76 mm, Per = 1.052,8 kN

13.14. Per = 2.621,2 kN

13.15. Per = 321,1 kN

13.17. Per = 325 kN

5 )

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!