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Tabla de Momentos para vigas. Hibbeler.
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AL2
L2
B
(FEM)BA = PL8
(FEM)AB = PL8
P
A
L2
L2
B
(FEM)'AB = 3PL16
P
LA B
(FEM)BA = Pa2b
L2(FEM)AB =
Pb2aL2
P
L
A B
(FEM)'AB = (P)
L2
P
a b a b
(b2a + )a2b2
A B
(FEM)AB = 2PL
9
AB
P
L3
P
L3
L3
(FEM)BA = 2PL
9
P
L3
P
L3
L3
(FEM)'AB = PL3
A B
(FEM)AB = 5PL16
A B
(FEM)BA = 5PL16
(FEM)'AB = 45PL
96
P
L4
P
L4
P
L4
L4
P
L4
P
L4
P
L4
L4
LA B
(FEM)AB = wL212
w
(FEM)BA = wL212
L
A B
(FEM)'AB = wL2
8
w
A B
(FEM)AB = 11wL2
192
w
(FEM)BA = 5wL2192
AB
(FEM)'AB = 9wL2128
L2
L2
w
L2
L2
LA B
(FEM)AB = wL220
w
(FEM)BA = wL230
L
A B
(FEM)'AB = wL215
w
A B
w
(FEM)AB = 5wL2
96(FEM)BA =
5wL296
L2
L2
A
B
(FEM)'AB = 5wL2
64
w
L2
L2
AB
L
(FEM)AB = 6EI
L2(FEM)BA =
6EIL2
A
L
(FEM)'AB = 3EI
L2
B
Fixed End Moments
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