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Aspalathos Calculator
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1 n
2 Q2L
3 Q2Lpz 4 Q2Lpz
p = 2.5 kN/m
22.30
18.75
3.82
29.32
5.60
16.91
2.40
1.25
4.26
1.12
0.13
0.14
53.52
23.44
-16.27
-32.93
-0.71
2.45
1.15
0.00
4.26
1.12
0.13
0.14
25.64
0.00
-16.27
-32.93
-0.71
2.45
__________________________
k = M
M =
79.41
49.92 = k = 1.5
_______________________
k = V tg + c b
H =
= 41.05 0.344 + 18 2.50
21.82 = k = 1.5
_________________________
M = 21.83 kNm , N = 41.05 kN
e = M
N = 53.2 cm b /6 = 41.7 cm
b' = 3 (0.5 b - e) = 215.5 cm
= 2 N
b' A = kN/m
22.30
2.91
3.82
25.49
28.42
0.00
3.93
3.96
0.81
0.85
0.00
-11.43
-15.13
-20.52
-24.16
= 20 kN/m , = 22 ° , c = 0 kPa , = 0 ° , k = 0.45
4.76
= 18.5 kN/m , = 21 ° , c = 13 kPa , = 0 ° , k = 0.47
3.96
= 19.5 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 0.51
0.26
= 20 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 1.97
0.30
2
0.00
0.30
4.76
20
10 24020 230
250
T T
G
G
1.14
8.42
22.6420.2422.82
7.28
21.4518.9721.55
E
E
E 50.47
62.26
E
SilaVelièina
[kN]Krak sile (T )
[m]Moment (T )
[kNm]Krak sile (T )
[m]Moment (T )
[kNm]
ps
pp.dop
kt
k.dop
s s
s
st
t
maxs 2
T
G
1.14
8.42
22.2920.2419.84
7.28
21.1018.9718.57
EE '
EE '
EE '
SilaVelièina
[kN]Krak sile
[m]Moment[kNm]
3a
3a
3a
3p
12
Z
T
1
2
3 4
1 1 2 2
3
Z
11
22
33
44
63
0
G
G
E
E
E
E
KONTROLA NA PREVRTANJE
1.591
KONTROLA NA KLIZANJE
2.710
KONTROLA NAPONA U TLU
15.24
G
E
E'
E
E'
Z
T
1H
2H
3H
4H
Z
1H
1H
2H
2H
(171,79)
ZID TIP A - ZID KA ŠIBENIČKOJ ULICI
_________________________
M = 31.95 kNm M = 7.33 kNm
N = 22.3 kN h = 20 cm
M = 1.6 M + 1.8 M + N h/2 = 66.11 kNm
MB-30 f = 20.5 N/mm
MA 500/560 = 500 N/mm
= 10 ‰ = 2.34 ‰ k = 0.190 k = 0.927
m = M
b h f = 0.126
A = M
k h = cm /m
g p
u g p
b2
vi2
a b x z
uu
2b
au
z vi
2
DIMENZIONIRANJE ZIDA (T )
8.92
3
12
3 4
p = 20 kN/m
22.30
31.00
3.02
45.35
8.93
23.18
3.00
1.55
4.20
1.39
0.18
0.19
66.90
48.05
-12.69
-63.16
-1.57
4.44
1.45
0.00
4.20
1.39
0.18
0.19
32.34
0.00
-12.69
-63.16
-1.57
4.44
__________________________
k = M
M =
119.39
77.42 = k = 1.5
_______________________
k = V tg + c b
H =
= 53.30 0.344 + 18 3.10
34.13 = k = 1.5
_________________________
M = 40.65 kNm , N = 53.3 kN
e = M
N = 76.3 cm b /6 = 51.7 cm
b' = 3 (0.5 b - e) = 236.2 cm
= 2 N
b' A = kN/m
22.30
0.38
3.02
20.02
44.19
0.00
3.76
3.80
0.69
1.02
0.00
-1.44
-11.48
-13.73
-45.05
= 20 kN/m , = 22 ° , c = 0 kPa , = 0 ° , k = 0.45
4.35
= 20 kN/m , = 21 ° , c = 13 kPa , = 0 ° , k = 0.47
4.06
= 19 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 0.51
0.36
= 19 kN/m , = 19 ° , c = 18 kPa , = 0 ° , k = 1.97
0.40
2
0.00
0.40
4.86
20
10 30020 290
310
T T
G
G
9.1011.74
29.2723.0726.55
2.64
19.8212.8916.37
E
E
E 50.47
65.41
E
SilaVelièina
[kN]Krak sile (T )
[m]Moment (T )
[kNm]Krak sile (T )
[m]Moment (T )
[kNm]
ps
pp.dop
kt
k.dop
s s
s
st
t
maxs 2
T
G
9.1011.74
28.8923.0722.68
2.64
19.4512.8912.51
EE '
E
E '
EE '
SilaVelièina
[kN]Krak sile
[m]Moment[kNm]
3a
3a
3a
3p
12
Z
T
1
2
3 4
1 1 2 2
3
Z
11
2
2
33
44
64
0G
G
E
E
E
E
KONTROLA NA PREVRTANJE
1.542
KONTROLA NA KLIZANJE
2.173
KONTROLA NAPONA U TLU
14.56
G
E
E'
E
E'
Z
T
1H
2H
3H
4H
Z
1H
1H
2H
2H
ZID TIP B - ZID KA KOMŠIJI KOD OSE A
(172,32)pp. dubina fundiranja
_________________________
M = 15.17 kNm M = 41.35 kNm
N = 22.3 kN h = 20 cm
M = 1.6 M + 1.8 M + N h/2 = 100.5 kNm
MB-30 f = 20.5 N/mm
MA 500/560 = 500 N/mm
= 3.5 ‰ = 2.73 ‰ k = 0.438 k = 0.826
m = M
b h f = 0.191 > m = 0.187
M = m b h f = 98.27 kNm
A = M
k h +
M - M
(h - a) +
N
f = cm /m
A ' = M - M
(h - a) = cm /m
g p
u g p
b2
vi2
a b x z
uu
2b
u
u u2
b
au
z vi
u u
vi
u
yd
2
au u
vi
2
DIMENZIONIRANJE ZIDA (T )
15.32
0.37
3
