Environmental Engineering Reference
In-Depth Information
F
B
B
150
75
F
Elastomer
G
20dick
F = 10 N
Fy
V
K4
K3
L3 = 48 E
y
R
g
N26
K2
L1 = 48 E
x
K1
1. LS
Fy = - 1 N
N26: Uy = - 3,3 mm
2. LS
Fy = - 2 N
N26: Uy = - 6,8 mm
3. LS
Fy = - 3,5 N
N26: Uy = - 13,0 mm
G
4. LS
Fy = - 4,06 N
E
N26: Uy = - 16,9 mm
5. LS
Fy = - 4,16 N
N26: Uy = - 18,2 mm
K4
6. LS
divergent
N26: Uy = - 23,7 mm
Tafel 5/4.1:
Biegebelastung an einem elastomeren Rechteckbalken - Anwendung von Scheiben-
elementen mit nichtlinearem Rechengang
Search WWH ::
Custom Search