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FIGURE 7.8
Trefftz's method for a fixed-hinged beam.
The boundary values are
13
p
0
L
4
EI
w
(
B
.w(
0
)
=
0
,
0
)
=
0
,
w(
L
)
=−
0
.
=
0
,
M
(
L
)
=
0
w
(
C
.w(
0
)
=
0
,
0
)
=
0
,
w(
L
)
=
0
,
M
(
L
)
=
0
This displacement, moment, and shear force are compared in Fig. 7.8.
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