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Livro Hibbeler - 7ª ed Resistencia Materiais (Livro)

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608 RESISTÊNCIA DOS MATERIAIS<br />

2.11.<br />

2.13.<br />

2.14.<br />

2.15.<br />

2.16.<br />

2.17.<br />

2.18.<br />

2.19.<br />

2.21.<br />

2.22.<br />

2.23.<br />

2.25.<br />

2.26.<br />

2.27.<br />

2.29.<br />

2.30.<br />

2.31.<br />

2.33.<br />

2.34.<br />

Capítulo 3<br />

0,5 !::.L<br />

EAS = L -<br />

(yc)xy = -11,6(10-3) rad,<br />

( 'YD)xy = 11,6(10-3) rad<br />

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

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

EAS = 16,8(10-3) mjm<br />

( 'Ynt)A = 0,05024 rad, ( Ym)s = 0,05024 rad<br />

EAs = -4,686 X 10-3 mm/mm,<br />

EAc = 20,000 X 10-3 mm/mm,<br />

EDs = -30,000 X 10-3 mm/mm,<br />

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

EcD = 126(10-3) mm/mm<br />

')' A)xy = -0,0262 rad, ( Ys)xy = -0,205 rad,<br />

( yc)xy = 0,205 rad, ( ')' D)xy = 0,0262 rad<br />

E= 2kx<br />

'Yxy = -0,0200 rad<br />

'Yxy = 0,02 rad<br />

'Yxy = 0,0142 rad<br />

EDs = --0,00680 mm/mm,<br />

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

Ex = O, Ey = 0,00319, 'Yxy = 0,0798 rad,<br />

EsE = -0,0179mm/mm<br />

(Yc)xy = -0,137 rad, (YD)xy = 0,137 rad<br />

!::.y<br />

= 2,03 mm<br />

!::.L = 30,00 mm<br />

!::.L = 42,252 mm<br />

Vs senO UA COS 8<br />

EAS = --L- - L<br />

3.1. Eaprox = 26,67 GPa<br />

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

3.3. u1 = 0,595 MJ jm3<br />

3.4. Eaprox = 260,8 GPa, Ue = 448 MPa,<br />

UJim = 890 MP a, uR = 753,8 MP a<br />

3.5. E = 290 GPa, Pe = 32,80 kN, Pm áx = 62,20 kN<br />

3.6. E = 290 GP a, Valor RE = 0,08621 mm,<br />

Valorps = 3,91379 mm<br />

3.7. u,. = 0,145 MPa, 111 = 132 MPa<br />

3.9. E = 38,5 GPa, zt,. = 77,00 MPa, u1 = 134,75 MPa<br />

3.10. L = 1.250,363 mm<br />

3.11. L = 254,143 mm<br />

3.13.<br />

3.14.<br />

3.15.<br />

3.16.<br />

3.17.<br />

3.18.<br />

3.19.<br />

3.20.<br />

3.21.<br />

3.22.<br />

3.23.<br />

3.24.<br />

3.25.<br />

3.26.<br />

3.27.<br />

3.28.<br />

3.29.<br />

3.30.<br />

3.31.<br />

3.33.<br />

3.34.<br />

3.35.<br />

3.36.<br />

3.37.<br />

3.38.<br />

3.39.<br />

3.40.<br />

3.41.<br />

3.42.<br />

3.43.<br />

Capítulo 4<br />

!::.P = 220,22 kN<br />

E= 766,3 MPa<br />

Aexig = 150 mm2, P = 7,5 kN<br />

o As = 10,586 mm<br />

Satisfaz exigências tanto de tensão quanto de defmmação.<br />

dAs 3,54 mm, dAc = 3,23 mm,<br />

LAs = 750,49 mm<br />

P = 65,63 kN<br />

Ase = 571,43 mm2,AAs = 142,86 mm2<br />

{]' = 0,708°<br />

P = 11,3 kN<br />

Ofls = 3,970mm<br />

w = 3,40 kN/m<br />

T = 4,50 kN<br />

o = 0,126 mm, !::.d = -0,00377 mm<br />

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

E, = 0,00540 mm/mm<br />

d' = 38,0861 mm<br />

jJ = 0,300<br />

L = 50,0377 mm, d = 12,99608 mm<br />

E= 227.500 MPa, P = 9,896 kN<br />

p = 741 kPa, o = 7,41 mm<br />

Ex = 0,00750 mm/mm, 'Yxy = 0,01222 rad,<br />

Ey = -0,00375 mm/mm<br />

G = 31,60 GPa<br />

d' = 12,4716 mm<br />

E= 0,0010186 mm/mm, deformação E= O<br />

oLAB = 2,1171 mm<br />

P = 0,885 kN<br />

L= 69,806 mm<br />

Ep = 0,00227 mm/mm, E1 = 0,000884 mm/mm<br />

Eaprox = 250 GPa<br />

N<br />

llt = 118(106) -2<br />

m<br />

4.1. oA = -3,64(10-3) mm<br />

4.2. Ofl s = -1,74769 mm<br />

4.3. P1 = 304,69 kN, P 2 = 609,38 kN<br />

4.4. (o A) D = 3,8483 mm<br />

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

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