________________________________________________________________________
PROBLEMS (7.64 through 7.66) The maximum shearing stress in a beam with circular, thin-
walled circular, or triangular crosss section (Fig. P7.64 through P7.66) acted upon by a vertical force
V may be expressed as follows:
max V
kA
τ
= (P7.64)
Here A is the cross-sectional area of the beam and k represents a numerical factor, or shear
coefficient. Determine:
(a) The location of the point at which max
occurs.
(b) The value of k.
(c) The maximum vertical shear force V the section may carry for c = 2 in., b = h = 4 in., r = 1
in., t = 0.1 in., and max
= 9 ksi.
SOLUTION (7.64)
2c
4
3c
(a) is maximum at the center. Q
Thus max
occurs at the center.
(b) 24 4cAcI
ππ
==
23
max 1142
()
2233
c
QAyc
ππ
== =
c
3
max
max 42
(2 3) 4
(4)(2)3
VQ Vc V
bcc
τ
c
π
== =
44
33
Vk
A
==
(c) 32
max 910()(2) 84.82
43
A
Vk
k
τπ
×
== = ips
SOLUTION (7.65)
(a) Q is maximum at the center. So w
occurs at the center.
(b) Refer to Table B.6.
t
C
For a thin tube:
32
rt A rt
π
==
For a semicircular thin tube.
2r
Art y
π
== 2bt
2
2QAy rt==
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