________________________________________________________________________
PROBLEM (*7.110 through 7.112) As shown in cross section in Figs. P7.110 through P7.112, a
beam is subjected to a moment M with its vector forming an angle
with the horizontal axis. Calculate:
(a) The orientation of the neutral axis.
(b) The maximum bending stress.
SOLUTION (*7.110)
33
22
6(1) 1(6)
6 1(1.75) 1 6(1.75)
12 12
z
I=+× ++×
4
.25.55 in=
33 4
1(6) 6(1) 18.5 .
12 12
y
in=+=
.6.9615cos100 inkipM o
z⋅−=−=
.9.2515sin100 inkipM o
y⋅−=−=
(a) 55.25
tan tan tan15
18.5 o
z
y
I
I
φα
== ,
o
7.38=
φ
(b) Point A is farthest from N.A.
Thus,
yA
zA
Azy
z
My
I
σ
=− +
33
96.6 10 ( 4.75) 25.9 10 (0.5) 8.305 0.7
55.25 18.5
−×− −×
=− + =− −
ksi01.9−=
SOLUTION (7.111)
Table B.10: 75.188
C
44 .98.1,.44 inIinI yz ==
o
z
M30cos30=.98.25 inkip⋅
o
y
M30sin30−= .15 inkip⋅
(a) 44
tan tan tan( 30 )
1.98 o
z
y
I
I
φα
==−
,
o
5.85−=
φ
2.527 in.
z=0.565 in.
A
0.39 in.
C
.A.
8 in.
y
2.25 in.
n.
6 i
y
1 in
.
.A
1 in.
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