________________________________________________________________________
PROBLEM (7.157) A curved bar with a rectangular cross section is subjected to the bending
moment as shown in Fig. P7.157. Calculate:
(a) The stresses i
σ
and o
σ
of the inside and outside fibers, respectively, using the curved beam formula.
(b) Resolve item (a) using the flexure formula.
Given: M = 1.2 kN m, b = 25 mm, h = 50 mm, r
i = 60 mm
SOLUTION
60 50 110
oi
rrh mm=+= + =
2
(50)(25) 1,250Abh mm== =
We have
50 82.4898
110
ln
ln 60
o
i
h
Rr
r
== =
1()85
2i
rrr m
θ
=+=m
2.5102erR mm=−=
(a) Using Eq.(7.67):
6
1200(82.4898 60) 143.3
1250(10 )(0.06)(85 82.4898)
i
M
Pa
σ
=− =−
6
1200(82.4898 110) 98.6
1250(10 )(0.11)(85 82.4898)
o
M
Pa
σ
=− =
(b) 3
3
1.2 10 (0.025) 66.7
1(0.025)(0.06)
12
oi
Mc
M
Pa
I
σσ
×
=− = = =
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