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Livro Hibbeler - 7ª ed Resistencia Materiais (Livro)

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608 RESISTÊNCIA DOS MATERIAIS

2.11.

2.13.

2.14.

2.15.

2.16.

2.17.

2.18.

2.19.

2.21.

2.22.

2.23.

2.25.

2.26.

2.27.

2.29.

2.30.

2.31.

2.33.

2.34.

Capítulo 3

0,5 !::.L

EAS = L -

(yc)xy = -11,6(10-3) rad,

( 'YD)xy = 11,6(10-3) rad

EAC = 1,60(10-3) mm/mm,

EDs = 12,8(10-3) mm/mm

EAS = 16,8(10-3) mjm

( 'Ynt)A = 0,05024 rad, ( Ym)s = 0,05024 rad

EAs = -4,686 X 10-3 mm/mm,

EAc = 20,000 X 10-3 mm/mm,

EDs = -30,000 X 10-3 mm/mm,

E As 1,61(10-3) mm/mm,

EcD = 126(10-3) mm/mm

')' A)xy = -0,0262 rad, ( Ys)xy = -0,205 rad,

( yc)xy = 0,205 rad, ( ')' D)xy = 0,0262 rad

E= 2kx

'Yxy = -0,0200 rad

'Yxy = 0,02 rad

'Yxy = 0,0142 rad

EDs = --0,00680 mm/mm,

EAD = 0,0281(10-3) mm/mm

Ex = O, Ey = 0,00319, 'Yxy = 0,0798 rad,

EsE = -0,0179mm/mm

(Yc)xy = -0,137 rad, (YD)xy = 0,137 rad

!::.y

= 2,03 mm

!::.L = 30,00 mm

!::.L = 42,252 mm

Vs senO UA COS 8

EAS = --L- - L

3.1. Eaprox = 26,67 GPa

3.2. Eaprox = 387,3 GPa, u,. = 0,0697 MJ /m3

3.3. u1 = 0,595 MJ jm3

3.4. Eaprox = 260,8 GPa, Ue = 448 MPa,

UJim = 890 MP a, uR = 753,8 MP a

3.5. E = 290 GPa, Pe = 32,80 kN, Pm áx = 62,20 kN

3.6. E = 290 GP a, Valor RE = 0,08621 mm,

Valorps = 3,91379 mm

3.7. u,. = 0,145 MPa, 111 = 132 MPa

3.9. E = 38,5 GPa, zt,. = 77,00 MPa, u1 = 134,75 MPa

3.10. L = 1.250,363 mm

3.11. L = 254,143 mm

3.13.

3.14.

3.15.

3.16.

3.17.

3.18.

3.19.

3.20.

3.21.

3.22.

3.23.

3.24.

3.25.

3.26.

3.27.

3.28.

3.29.

3.30.

3.31.

3.33.

3.34.

3.35.

3.36.

3.37.

3.38.

3.39.

3.40.

3.41.

3.42.

3.43.

Capítulo 4

!::.P = 220,22 kN

E= 766,3 MPa

Aexig = 150 mm2, P = 7,5 kN

o As = 10,586 mm

Satisfaz exigências tanto de tensão quanto de defmmação.

dAs 3,54 mm, dAc = 3,23 mm,

LAs = 750,49 mm

P = 65,63 kN

Ase = 571,43 mm2,AAs = 142,86 mm2

{]' = 0,708°

P = 11,3 kN

Ofls = 3,970mm

w = 3,40 kN/m

T = 4,50 kN

o = 0,126 mm, !::.d = -0,00377 mm

Ey = -0,01500 mm/mm, Y.n = -0,00524 rad,

E, = 0,00540 mm/mm

d' = 38,0861 mm

jJ = 0,300

L = 50,0377 mm, d = 12,99608 mm

E= 227.500 MPa, P = 9,896 kN

p = 741 kPa, o = 7,41 mm

Ex = 0,00750 mm/mm, 'Yxy = 0,01222 rad,

Ey = -0,00375 mm/mm

G = 31,60 GPa

d' = 12,4716 mm

E= 0,0010186 mm/mm, deformação E= O

oLAB = 2,1171 mm

P = 0,885 kN

L= 69,806 mm

Ep = 0,00227 mm/mm, E1 = 0,000884 mm/mm

Eaprox = 250 GPa

N

llt = 118(106) -2

m

4.1. oA = -3,64(10-3) mm

4.2. Ofl s = -1,74769 mm

4.3. P1 = 304,69 kN, P 2 = 609,38 kN

4.4. (o A) D = 3,8483 mm

4.5. os = 2,31 mm, o A = 2,64 mm

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