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x G
Minimize
f(
)
=
1
.
10471
x
2
1
x
+
0
04811
x
x
(
x
+
14
)
,
2
3
4
2
subject to
G
G
G
G
g
(
x
)
=
τ
(
x
)
τ
0
,
g
(
x
)
=
σ
(
x
)
σ
0
,
1
max
2
max
x G
G
G
G
G
g
(
)
=
x
x
0
,
g
(
x
)
=
δ
(
x
)
δ
0
,
g 5
(
x
)
=
P
P
(
x
)
0
,
3
1
4
4
max
C
where
x G
x
P
MR
x
τ
(
)
=
(
τ
)
2
+
2
τ
τ
+
(
τ
)
2
,
τ
=
,
τ
=
,
M
=
P
(
L
+
)
,
2
2
R
J
2
2
x
x
1
2
G
x
2
2
x
+
x
x
2
2
x
+
x
6
PL
R
=
+
(
)
2
,
J
=
2
2
x
x
+
(
)
2
,
σ
(
x
)
=
,
1
3
1
3
1
2
4
2
12
2
x
2
3
x
4
x
x
2
3
6
4
4
013
E
G
4
PL
3
G
x
E
36
δ
(
x
)
=
,
P
(
x
)
=
(
)
,
3
C
Ex
3
3
x
L
2
2
L
4
G
4
P
=
6000
lb,
L
=
14
in,
δ
=
0
25
in,
E
=
30
×
10
6
psi,
max
G
=
12
×
10
6
psi,
τ
=
13
,
600
psi,
σ
=
30
,
000
psi,
max
max
0
.
125
x
5
,
0
.
1
x
,
x
10
,
0
.
1
x
5
.
1
2
3
4
Again, our modified HS method found good solutions without violating any con-
straint for this practical design problem.
Fig. 7. Schematic of welded beam
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