Circular arch: uniform section: end A: fixed: end B: restrained against rotation only: concentrated load: vertical
Fig
lucesaettaraggioposCCaricophiplotcurve
1
2
Elastic & shear moduli of mat'l:
3
4
Section area & shear factor:
5
Moment of inertia & section modulus:
6
Axial and shear deformation factors:
7
8
''
9
10
11
12
RESULTS AT SELECTED LOCATIONS:
 
x
13
.
14
A
15
B
16
maxN
17
maxM+
18
maxM-
19
maxS
20
maxη
21
x=
22
x=
23
x=
24
x=
25
x=
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