ch01-03 stress & strain & properties
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01 Solutions 46060 5/6/10 2:43 PM Page 7<br />
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1–11. The force F = 80 lb acts on the gear tooth.<br />
Determine the resultant internal loadings on the root of the<br />
tooth, i.e., at the centroid point A of section a–a.<br />
Equations of Equilibrium: For section a–a<br />
30<br />
F 80 lb<br />
a<br />
+ Q©F x¿ = 0; V A - 80 cos 15° = 0<br />
V A = 77.3 lb<br />
a + ©F y¿ = 0; N A - 80 sin 15° = 0<br />
N A = 20.7 lb<br />
Ans.<br />
Ans.<br />
0.23 in.<br />
A<br />
0.16 in.<br />
a +©M A = 0; -M A - 80 sin 15°(0.16) + 80 cos 15°(0.23) = 0<br />
M A = 14.5 lb # in.<br />
Ans.<br />
a<br />
45<br />
*1–12. The sky hook is used to support the cable of a<br />
scaffold over the side of a building. If it consists of a smooth<br />
rod that contacts the parapet of a wall at points A, B, and C,<br />
determine the normal force, shear force, and moment on<br />
the cross section at points D and E.<br />
Support Reactions:<br />
+ c ©F y = 0; N B - 18 = 0 N B = 18.0 kN<br />
d+©M C = 0; 18(0.7) - 18.0(0.2) - N A (0.1) = 0<br />
0.2 m<br />
0.3 m<br />
0.2 m 0.2 m<br />
B<br />
D<br />
E<br />
A<br />
C<br />
0.2 m<br />
0.2 m<br />
N A = 90.0 kN<br />
0.3 m<br />
: + ©F x = 0; N C - 90.0 = 0 N C = 90.0 kN<br />
Equations of Equilibrium: For point D<br />
18 kN<br />
: + © F x = 0; V D - 90.0 = 0<br />
+ c © F y = 0; N D - 18 = 0<br />
V D = 90.0 kN<br />
N D = 18.0 kN<br />
Ans.<br />
Ans.<br />
d+© M D = 0; M D + 18(0.3) - 90.0(0.3) = 0<br />
M D = 21.6 kN # m<br />
Equations of Equilibrium: For point E<br />
: + © F x = 0; 90.0 - V E = 0<br />
V E = 90.0 kN<br />
+ c © F y = 0; N E = 0<br />
d+© M E = 0; 90.0(0.2) - M E = 0<br />
M E = 18.0 kN # m<br />
Ans.<br />
Ans.<br />
Ans.<br />
Ans.<br />
7