1
Shear load: at end A:
2
Bending moment: at end A:
x
3
.
4
A
5
B
6
maxt
7
maxs'L
8
maxSI
9
maxy
10
maxy
11
x=
12
x=
13
x=
14
x=
15
x=
16
x=
17
x=
18
x=
19
x=
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