zg.ri seizmički zidovi
DESCRIPTION
proračun sez.zidovaTRANSCRIPT
Tower - 3D Model Builder 6.0
Registered to Matija Bertoa
Radimpex - www.radimpex.rs
Dimenzioniranje (beton)
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45b/d=40/45
1
1
2
2
Dispozicija presjeka Okvir: H_1
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
Dispozicija presjeka Okvir: H_2
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45
b/d=40/50
b/d=40/40
b/d=40/45
b/d=40/50
11
11
12
12
13
13
Dispozicija presjeka Okvir: H_3
b/d=25/36
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=25/40b/d=25/40
b/d=40/40
b/d=40/45
b/d=40/50
b/d=40/40
b/d=40/45
b/d=40/50
14
14
15
15
16
16
Dispozicija presjeka Okvir: H_4
17
17
18
18
19
19
Dispozicija presjeka Okvir: H_5
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45
b/d=40/50
b/d=40/40
b/d=40/45
b/d=40/50
20
20
21
21
22
22
23
23
24
24
25
25
Dispozicija presjeka Okvir: H_6
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45
b/d=40/50
b/d=40/40
b/d=40/45
b/d=40/50
26
26
27
27
28
28
Dispozicija presjeka Okvir: H_7
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
Dispozicija presjeka Okvir: H_8
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45b/d=40/45
37
37
38
38
Dispozicija presjeka Okvir: H_9
Presjek 1 - 1
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
51.5
Aa1
51.5
Aa2
b/d = 40/1030 cm Ab = 41200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1392.8
-29.4
434.6
II
-589.1
-24.9
569.3
III
-14.5
-0.1
10.0
IV
-14.5
-0.1
10.0
V(1)
-1.9
-1.0
-3.5
V(2)
0.6
-6.6
29.2
V(3)
-1.9
4.1
-20.2
VI(1)
1.7
0.9
3.1
VI(2)
0.6
-5.8
25.6
VI(3)
2.3
-5.0
24.6
VII(1)
-0.1
-0.1
-0.2
VII(2)
0.9
-8.8
38.7
VII(3)
0.3
-0.6
3.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
1457.23
kNm
Nu =
-2787.83
kN
Tu =
-77.15
kN
Aa1 =
0.00
cm2
(min:61.80)
(odab:2020)
Aa2 =
0.00
cm2
(min:61.80)
(odab:2020)
Aav =
0.00
cm2/m
(min:3.00)
Aah =
0.09
cm2/m
(min:4.00)
(odab:R-1026)
Presjek 2 - 2
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
100.5
Aa1
100.5
Aa2
b/d = 15/2010 cm Ab = 30150 cm2
No
N [kN]
T [kN]
M [kNm]
I
6.9
1.0
-68.3
II
28.3
1.1
-23.2
III
4.1
0.1
-5.3
IV
4.1
0.1
-5.3
V(1)
0.8
-12.0
76.3
V(2)
-3.7
-14.0
72.1
V(3)
2.9
-3.2
10.4
VI(1)
-0.7
10.8
-68.8
VI(2)
-3.3
-12.3
63.3
VI(3)
-3.5
3.9
-12.6
VII(1)
0.1
-0.8
5.4
VII(2)
-4.9
-18.6
95.7
VII(3)
-0.4
0.5
-1.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII(3)
Mu =
-135.69
kNm
Nu =
58.54
kN
Tu =
20.01
kN
b/a = -0.127/25.000
Aa1 =
0.00
cm2
(min:45.23)
(odab:1520)
Aa2 =
0.00
cm2
(min:45.23)
(odab:1520)
Aav =
0.05
cm2/m
(min:1.13)
Aah =
0.01
cm2/m
(min:1.50)
(odab:Q-1026)
Presjek 3 - 3
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
25.0
Aa1
25.0
Aa2
b/d = 40/500 cm Ab = 20000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-711.0
-22.2
569.2
II
-176.8
7.5
59.1
III
-11.5
-0.9
11.7
IV
-11.3
-0.9
11.7
V(1)
-102.7
-11.7
13.1
V(2)
-0.0
-3.2
-102.9
V(3)
-49.3
-4.8
13.9
VI(1)
92.5
10.5
-11.8
VI(2)
-0.0
-2.8
-90.3
VI(3)
60.1
5.8
-16.9
VII(1)
-7.2
-0.8
0.9
VII(2)
-0.0
-4.3
-136.6
VII(3)
7.6
0.7
-2.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+V(2)
Mu =
876.37
kNm
Nu =
-1243.93
kN
Tu =
-33.89
kN
Aa1 =
0.00
cm2
(min:30.00)
(odab:1020)
Aa2 =
0.00
cm2
(min:30.00)
(odab:1020)
Aav =
0.00
cm2/m
(min:3.00)
Aah =
0.09
cm2/m
(min:4.00)
(odab:R-1026)
Presjek 4 - 4
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
20.0
Aa1
20.0
Aa2
b/d = 40/400 cm Ab = 16000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-626.0
12.3
272.0
II
-147.0
-10.9
8.8
III
-10.0
0.5
5.3
IV
-10.1
0.5
5.2
V(1)
78.5
-8.1
25.7
V(2)
125.4
-12.1
29.4
V(3)
-48.6
3.8
45.4
VI(1)
-70.7
7.3
-23.1
VI(2)
110.0
-10.6
25.8
VI(3)
59.2
-4.7
-55.3
VII(1)
5.5
-0.6
1.8
VII(2)
166.4
-16.0
39.0
VII(3)
7.5
-0.6
-7.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I-1.00xVII(3)
Mu =
389.03
kNm
Nu =
-1082.35
kN
Tu =
28.35
kN
Aa1 =
0.00
cm2
(min:24.00)
(odab:820)
Aa2 =
0.00
cm2
(min:24.00)
(odab:820)
Aav =
0.00
cm2/m
(min:3.00)
Aah =
0.09
cm2/m
(min:4.00)
(odab:Q-1026)
Presjek 5 - 5
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-526.5
-25.5
52.2
II
-96.4
-10.0
13.5
III
-10.5
-1.2
1.2
IV
-10.4
-1.2
1.3
V(1)
-104.7
-14.7
-56.8
V(2)
8.1
-2.2
-100.8
V(3)
-50.1
-6.7
-20.8
VI(1)
94.3
13.3
51.2
VI(2)
7.1
-1.9
-88.5
VI(3)
61.0
8.2
25.3
VII(1)
-7.4
-1.0
-4.0
VII(2)
10.7
-2.9
-133.8
VII(3)
7.7
1.0
3.2
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
92.81
kNm
Nu =
-872.62
kN
Tu =
-51.37
kN
Aa1 =
0.00
cm2
(min:9.38)
(odab:420)
Aa2 =
0.00
cm2
(min:9.38)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
Aah =
0.26
cm2/m
(min:2.50)
(odab:Q-335)
Presjek 6 - 6
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-511.1
14.9
-8.8
II
-99.9
9.8
6.0
III
-10.1
0.5
-0.1
IV
-10.2
0.5
0.0
V(1)
87.4
-12.8
-59.2
V(2)
138.3
-19.9
-82.7
V(3)
-52.5
6.1
-34.3
VI(1)
-78.7
11.5
53.3
VI(2)
121.3
-17.4
-72.5
VI(3)
63.9
-7.4
41.8
VII(1)
6.1
-0.9
-4.2
VII(2)
183.6
-26.4
-109.7
VII(3)
8.1
-0.9
5.3
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII(3)
Mu =
-2.90
kNm
Nu =
-856.47
kN
Tu =
44.21
kN
Aa1 =
0.00
cm2
(min:9.37)
(odab:420)
Aa2 =
0.00
cm2
(min:9.37)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
Aah =
0.22
cm2/m
(min:2.50)
(odab:Q-335)
Presjek 7 - 7
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-341.5
14.5
48.0
II
-51.1
5.9
16.2
III
-7.6
1.4
2.9
IV
-7.5
1.4
3.0
V(1)
-43.7
-22.0
-21.1
V(2)
-6.3
-13.0
-13.1
V(3)
-18.7
-9.5
-10.1
VI(1)
39.4
19.9
19.0
VI(2)
-5.5
-11.4
-11.5
VI(3)
22.8
11.6
12.3
VII(1)
-3.1
-1.5
-1.5
VII(2)
-8.4
-17.3
-17.4
VII(3)
2.9
1.5
1.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xV(2)
Mu =
93.97
kNm
Nu =
-550.24
kN
Tu =
38.34
kN
Aa1 =
0.00
cm2
(min:9.38)
(odab:420)
Aa2 =
0.00
cm2
(min:9.38)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:8/15)
Aah =
0.19
cm2/m
(min:2.50)
(odab:8/15)
Presjek 8 - 8
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-360.5
-9.4
-7.1
II
-63.6
-1.8
1.1
III
-9.3
-1.4
-0.6
IV
-9.3
-1.4
-0.5
V
71.7
37.8
36.9
VI
60.5
29.2
28.3
VII
76.8
39.4
37.9
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII
Mu =
-8.89
kNm
Nu =
-597.48
kN
Tu =
-49.32
kN
Aa1 =
0.00
cm2
(min:9.37)
(odab:420)
Aa2 =
0.00
cm2
(min:9.37)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:8/15)
Aah =
0.25
cm2/m
(min:2.50)
(odab:8/15)
Presjek 9 - 9
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-38.6
-70.1
-394.2
II
1.0
-17.8
-100.1
III
1.3
-3.6
-19.7
IV
1.3
-3.6
-19.7
V
3.5
6.0
13.6
VI
2.4
5.8
9.2
VII
3.3
0.5
10.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-714.85
kNm
Nu =
-48.47
kN
Tu =
-127.24
kN
b/a = -1.622/25.000
Aa1 =
6.55
cm2
(min:9.38)
(odab:420)
Aa2 =
6.55
cm2
(min:9.38)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:8/15)
Aah =
0.64
cm2/m
(min:2.50)
(odab:8/15)
Presjek 10 - 10
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-85.5
56.2
334.3
II
-14.1
16.2
83.2
III
-2.3
3.3
16.8
IV
-2.3
3.4
16.7
V
3.3
10.4
10.5
VI
2.5
8.7
7.4
VII
3.4
11.0
10.2
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
603.68
kNm
Nu =
-140.46
kN
Tu =
105.70
kN
b/a = -1.638/25.000
Aa1 =
4.31
cm2
(min:9.38)
(odab:420)
Aa2 =
4.31
cm2
(min:9.38)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:8/15)
Aah =
0.53
cm2/m
(min:2.50)
(odab:8/15)
Presjek 11 - 11
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
101.5
Aa1
101.5
Aa2
b/d = 40/2030 cm Ab = 81200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-2755.9
29.6
6272.7
II
-1611.7
23.5
5599.5
III
-42.2
0.6
159.7
IV
-42.2
0.6
159.6
V
12.0
19.1
74.5
VI
14.9
16.0
77.2
VII
9.1
24.5
12.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
17130.93
kNm
Nu =
-6207.75
kN
Tu =
76.15
kN
Aa1 =
0.00
cm2
(min:121.80)
(odab:3025)
Aa2 =
0.00
cm2
(min:121.80)
(odab:3020)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.05
cm2/m
(min:4.00)
(odab:10/15)
Presjek 12 - 12
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
25.0
Aa1
25.0
Aa2
b/d = 15/500 cm Ab = 7500 cm2
No
N [kN]
T [kN]
M [kNm]
I
245.9
-16.0
-620.6
II
82.4
-4.4
-202.8
III
17.8
-1.8
-41.4
IV
17.8
-1.8
-41.4
V
5.7
6.7
5.9
VI
6.0
5.7
6.3
VII
1.5
1.8
1.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-1210.35
kNm
Nu =
484.93
kN
Tu =
-31.16
kN
b/a = -0.889/25.000
Aa1 =
11.66
cm2
(min:11.25)
(odab:425)
Aa2 =
11.66
cm2
(min:11.25)
(odab:420)
Aav =
0.00
cm2/m
(min:1.13)
(odab:8/15)
Aah =
0.08
cm2/m
(min:1.50)
(odab:8/15)
Presjek 13 - 13
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
20.0
Aa1
20.0
Aa2
b/d = 15/400 cm Ab = 6000 cm2
No
N [kN]
T [kN]
M [kNm]
I
159.9
10.6
327.6
II
53.6
2.6
105.3
III
11.4
0.8
21.2
IV
11.4
0.8
21.2
V
8.9
10.1
5.4
VI
8.6
8.9
4.8
VII
9.7
11.2
5.9
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VII
Mu =
635.21
kNm
Nu =
315.11
kN
Tu =
22.62
kN
b/a = -0.837/25.000
Aa1 =
7.58
cm2
(min:9.00)
(odab:425)
Aa2 =
7.58
cm2
(min:9.00)
(odab:420)
Aav =
0.00
cm2/m
(min:1.13)
(odab:8/15)
Aah =
0.07
cm2/m
(min:1.50)
(odab:8/15)
Presjek 14 - 14
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
190.5
Aa1
190.5
Aa2
b/d = 40/3810 cm Ab = 152400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-4876.7
-4.9
2602.9
II
-2760.5
-2.7
3104.0
III
-75.7
-0.1
8.8
IV
-74.2
-0.1
6.5
V
612.7
87.1
1213.9
VI
806.5
60.8
1171.5
VII
834.3
95.1
484.3
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII
Mu =
8182.39
kNm
Nu =
-10847.86
kN
Tu =
-100.80
kN
Aa1 =
0.00
cm2
(min:228.60)
(odab:5025)
Aa2 =
0.00
cm2
(min:228.60)
(odab:5025)
Aav =
0.00
cm2/m
(min:3.00)
(odab:8/15)
Aah =
0.03
cm2/m
(min:4.00)
(odab:8/15)
Presjek 15 - 15
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 40/380 cm Ab = 15200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-751.0
-44.3
-75.6
II
-230.8
-16.5
-30.4
III
-17.9
-0.8
-1.7
IV
-17.2
-0.8
-2.0
V
312.3
64.0
343.2
VI
370.3
56.5
234.3
VII
440.3
84.7
311.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII
Mu =
-150.64
kNm
Nu =
-1388.85
kN
Tu =
-133.98
kN
Aa1 =
0.00
cm2
(min:22.80)
(odab:625)
Aa2 =
0.00
cm2
(min:22.80)
(odab:625)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.45
cm2/m
(min:4.00)
(odab:10/15)
Presjek 16 - 16
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 25/380 cm Ab = 9500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-480.6
-10.8
-36.9
II
-113.2
-6.3
-18.3
III
-18.3
-1.5
-1.6
IV
-17.6
-1.6
-2.1
V
147.7
120.8
113.2
VI
175.8
102.8
75.7
VII
208.4
156.7
111.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII
Mu =
-80.24
kNm
Nu =
-848.23
kN
Tu =
-169.35
kN
Aa1 =
0.00
cm2
(min:14.25)
(odab:625)
Aa2 =
0.00
cm2
(min:14.25)
(odab:625)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.56
cm2/m
(min:2.50)
(odab:10/15)
Presjek 17 - 17
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 40/380 cm Ab = 15200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-624.1
-15.3
41.6
II
-144.7
-13.2
39.6
III
-11.7
-0.1
0.5
IV
-11.1
-0.2
0.8
V
109.5
30.4
415.0
VI
104.2
43.4
311.6
VII
57.2
17.9
497.8
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVI
Mu =
551.32
kNm
Nu =
-724.75
kN
Tu =
-62.71
kN
Aa1 =
0.00
cm2
(min:22.80)
(odab:625)
Aa2 =
0.00
cm2
(min:22.80)
(odab:625)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.21
cm2/m
(min:4.00)
(odab:10/15)
Presjek 18 - 18
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 40/380 cm Ab = 15200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-520.2
-9.7
55.8
II
-115.4
10.2
36.2
III
-11.4
-0.3
1.0
IV
-10.8
-0.4
1.3
V
98.1
86.3
378.3
VI
89.8
123.1
295.6
VII
59.9
50.6
468.8
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I-1.00xVI
Mu =
535.49
kNm
Nu =
-614.66
kN
Tu =
-132.80
kN
Aa1 =
0.00
cm2
(min:22.80)
(odab:625)
Aa2 =
0.00
cm2
(min:22.80)
(odab:625)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.44
cm2/m
(min:4.00)
(odab:10/15)
Presjek 19 - 19
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 25/380 cm Ab = 9500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-333.3
-3.6
18.0
II
-69.0
-4.7
12.4
III
-10.6
-0.6
0.7
IV
-10.0
-0.6
1.1
V
63.7
101.8
127.4
VI
54.9
141.9
90.0
VII
44.5
51.9
139.2
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVI
Mu =
44.50
kNm
Nu =
-570.31
kN
Tu =
-146.88
kN
Aa1 =
0.00
cm2
(min:14.25)
(odab:625)
Aa2 =
0.00
cm2
(min:14.25)
(odab:625)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.49
cm2/m
(min:2.50)
(odab:10/15)
Presjek 20 - 20
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
82.5
Aa1
82.5
Aa2
b/d = 40/1650 cm Ab = 66000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1798.6
18.9
-709.0
II
-1034.8
-1.5
-1010.8
III
-26.8
0.5
-9.6
IV
-26.8
0.5
-9.6
V
172.8
64.7
1182.1
VI
155.6
50.5
1093.2
VII
89.5
48.8
561.4
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+V
Mu =
-2489.14
kNm
Nu =
-4024.66
kN
Tu =
83.64
kN
Aa1 =
0.00
cm2
(min:99.00)
(odab:2525)
Aa2 =
0.00
cm2
(min:99.00)
(odab:2525)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.06
cm2/m
(min:4.00)
(odab:10/15)
Presjek 21 - 21
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
32.0
Aa1
32.0
Aa2
b/d = 40/640 cm Ab = 25600 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1234.3
17.0
-56.9
II
-451.1
5.8
8.3
III
-20.7
0.6
-2.8
IV
-19.6
0.6
-1.6
V
406.6
59.0
889.7
VI
605.2
44.3
624.3
VII
477.4
55.1
935.3
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I+0.30xII+V
Mu =
880.87
kNm
Nu =
-1847.05
kN
Tu =
77.70
kN
Aa1 =
0.00
cm2
(min:38.40)
(odab:1025)
Aa2 =
0.00
cm2
(min:38.40)
(odab:1025)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.15
cm2/m
(min:4.00)
(odab:10/15)
Presjek 22 - 22
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
76.0
Aa1
76.0
Aa2
b/d = 40/1520 cm Ab = 60800 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1817.7
-6.9
-70.4
II
-1162.9
10.6
248.3
III
-24.5
-0.3
0.9
IV
-24.1
-0.3
-1.7
V
200.9
67.2
1268.5
VI
177.9
51.8
1148.5
VII
267.8
82.0
1707.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I-1.00xVII
Mu =
276.55
kNm
Nu =
-4238.31
kN
Tu =
-88.82
kN
Aa1 =
0.00
cm2
(min:91.20)
(odab:2025)
Aa2 =
0.00
cm2
(min:91.20)
(odab:2025)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.07
cm2/m
(min:4.00)
(odab:10/15)
Presjek 23 - 23
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
32.0
Aa1
32.0
Aa2
b/d = 25/640 cm Ab = 16000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1072.9
51.9
-59.5
II
-318.1
19.3
11.3
III
-22.0
1.8
-3.3
IV
-20.8
1.7
-1.9
V
411.4
244.7
1013.2
VI
611.1
180.5
709.3
VII
487.2
236.8
1061.0
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I+0.30xII+V
Mu =
1004.86
kNm
Nu =
-1655.52
kN
Tu =
302.45
kN
Aa1 =
0.00
cm2
(min:24.00)
(odab:625)
Aa2 =
0.00
cm2
(min:24.00)
(odab:625)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.60
cm2/m
(min:2.50)
(odab:10/15)
Presjek 24 - 24
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
32.0
Aa1
32.0
Aa2
b/d = 25/640 cm Ab = 16000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-635.8
23.1
-82.4
II
-122.7
11.4
1.0
III
-21.1
2.9
-4.4
IV
-20.0
2.9
-3.1
V
197.7
376.5
446.3
VI
293.1
275.8
313.9
VII
235.9
373.9
481.6
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I+0.30xII+V
Mu =
399.55
kNm
Nu =
-908.60
kN
Tu =
403.04
kN
Aa1 =
0.00
cm2
(min:24.00)
(odab:625)
Aa2 =
0.00
cm2
(min:24.00)
(odab:625)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.80
cm2/m
(min:2.50)
(odab:10/15)
Presjek 25 - 25
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
13.0
Aa1
13.0
Aa2
b/d = 25/260 cm Ab = 6500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-28.0
-82.2
-22.1
II
16.0
-27.3
-13.1
III
-0.9
-6.0
-1.3
IV
0.1
-5.9
-1.5
V
30.5
77.2
25.4
VI
30.7
58.7
28.2
VII
41.6
65.3
34.6
Mjerodavna kombinacija za savijanje: I+0.30xII+VII
Mjerodavna kombinacija za posmik: I+0.30xII-1.00xV
Mu =
-60.60
kNm
Nu =
18.34
kN
Tu =
-167.59
kN
b/a = -0.429/25.000
Aa1 =
0.77
cm2
(min:9.75)
(odab:425)
Aa2 =
0.77
cm2
(min:9.75)
(odab:425)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.82
cm2/m
(min:2.50)
(odab:10/15)
Presjek 26 - 26
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
190.5
Aa1
190.5
Aa2
b/d = 40/3810 cm Ab = 152400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-5813.8
10.2
-3613.5
II
-3440.8
4.8
-3009.0
III
-93.6
0.3
-73.5
IV
-93.6
0.3
-73.3
V
38.4
43.9
586.2
VI
54.1
31.6
608.1
VII
46.8
43.9
145.5
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+V
Mu =
-9512.67
kNm
Nu =
-13164.12
kN
Tu =
55.56
kN
Aa1 =
0.00
cm2
(min:228.60)
(odab:5025)
Aa2 =
0.00
cm2
(min:228.60)
(odab:5025)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.02
cm2/m
(min:4.00)
(odab:10/15)
Presjek 27 - 27
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
25.0
Aa1
25.0
Aa2
b/d = 15/500 cm Ab = 7500 cm2
No
N [kN]
T [kN]
M [kNm]
I
248.6
-23.6
621.2
II
83.2
-6.7
202.8
III
17.9
-2.2
41.5
IV
17.9
-2.2
41.5
V
7.7
8.8
7.2
VI
8.0
8.1
7.0
VII
9.1
10.5
8.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
1211.46
kNm
Nu =
489.78
kN
Tu =
-45.53
kN
b/a = -0.884/25.000
Aa1 =
11.67
cm2
(min:11.25)
(odab:425)
Aa2 =
11.67
cm2
(min:11.25)
(odab:425)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.12
cm2/m
(min:1.50)
(odab:10/15)
Presjek 28 - 28
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
20.0
Aa1
20.0
Aa2
b/d = 15/400 cm Ab = 6000 cm2
No
N [kN]
T [kN]
M [kNm]
I
157.5
11.0
-329.1
II
52.4
2.2
-105.7
III
11.4
0.9
-21.3
IV
11.4
0.9
-21.3
V
7.1
7.8
4.7
VI
8.8
8.9
4.6
VII
3.6
1.1
2.2
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VI
Mu =
-637.92
kNm
Nu =
309.93
kN
Tu =
20.63
kN
b/a = -0.846/25.000
Aa1 =
7.56
cm2
(min:9.00)
(odab:425)
Aa2 =
7.56
cm2
(min:9.00)
(odab:425)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.07
cm2/m
(min:1.50)
(odab:10/15)
Presjek 29 - 29
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
25.0
Aa1
25.0
Aa2
b/d = 40/500 cm Ab = 20000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-717.4
-8.6
584.2
II
-191.5
16.7
59.4
III
-12.0
-0.6
13.4
IV
-12.0
-0.6
13.4
V
223.3
26.9
90.6
VI
217.2
24.1
130.3
VII
271.7
31.0
89.5
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I-1.00xVII
Mu =
899.88
kNm
Nu =
-1275.53
kN
Tu =
-39.54
kN
Aa1 =
0.00
cm2
(min:30.00)
(odab:825)
Aa2 =
0.00
cm2
(min:30.00)
(odab:825)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.10
cm2/m
(min:4.00)
(odab:10/15)
Presjek 30 - 30
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
20.0
Aa1
20.0
Aa2
b/d = 40/400 cm Ab = 16000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-579.9
-3.9
-293.9
II
-136.0
-21.5
-10.3
III
-8.4
0.1
-6.5
IV
-8.5
0.1
-6.4
V
171.0
18.5
105.4
VI
202.3
20.2
97.0
VII
30.4
3.9
142.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII
Mu =
-422.96
kNm
Nu =
-1000.79
kN
Tu =
-37.48
kN
Aa1 =
0.00
cm2
(min:24.00)
(odab:625)
Aa2 =
0.00
cm2
(min:24.00)
(odab:625)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.12
cm2/m
(min:4.00)
(odab:10/15)
Presjek 31 - 31
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-530.3
-7.5
41.8
II
-105.5
-7.2
8.0
III
-11.1
-0.5
1.3
IV
-11.1
-0.5
1.4
V
214.7
33.6
133.4
VI
210.3
30.6
107.6
VII
261.4
39.5
115.3
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVII
Mu =
159.48
kNm
Nu =
-823.33
kN
Tu =
-49.10
kN
Aa1 =
0.00
cm2
(min:9.38)
(odab:425)
Aa2 =
0.00
cm2
(min:9.38)
(odab:425)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.25
cm2/m
(min:2.50)
(odab:10/15)
Presjek 32 - 32
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-455.6
-6.0
-36.3
II
-82.2
7.0
-4.1
III
-8.1
-0.2
-1.4
IV
-8.2
-0.2
-1.3
V
178.0
28.6
141.5
VI
207.8
31.1
111.2
VII
27.1
6.5
146.2
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I-1.00xVI
Mu =
-57.33
kNm
Nu =
-751.81
kN
Tu =
-37.07
kN
Aa1 =
0.00
cm2
(min:9.37)
(odab:425)
Aa2 =
0.00
cm2
(min:9.37)
(odab:425)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.19
cm2/m
(min:2.50)
(odab:10/15)
Presjek 33 - 33
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-375.6
37.5
-8.5
II
-66.2
12.0
-1.7
III
-10.3
3.1
-0.3
IV
-10.3
3.1
-0.2
V
89.5
44.0
30.0
VI
88.6
38.3
26.9
VII
106.7
49.3
35.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VII
Mu =
-14.34
kNm
Nu =
-623.38
kN
Tu =
90.34
kN
Aa1 =
0.00
cm2
(min:9.38)
(odab:425)
Aa2 =
0.00
cm2
(min:9.38)
(odab:425)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.46
cm2/m
(min:2.50)
(odab:10/15)
Presjek 34 - 34
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-346.6
-42.2
-9.2
II
-60.8
-12.6
-4.7
III
-9.9
-3.4
-0.5
IV
-9.9
-3.4
-0.6
V
73.0
37.3
26.5
VI
84.1
36.1
24.0
VII
11.1
18.1
17.2
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xV
Mu =
-20.40
kNm
Nu =
-575.35
kN
Tu =
-83.17
kN
Aa1 =
0.00
cm2
(min:9.38)
(odab:425)
Aa2 =
0.00
cm2
(min:9.38)
(odab:425)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.42
cm2/m
(min:2.50)
(odab:10/15)
Presjek 35 - 35
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-141.6
-103.4
-452.2
II
-29.6
-29.1
-119.3
III
-5.5
-6.4
-24.4
IV
-5.5
-6.4
-24.4
V
1.6
11.7
9.6
VI
1.9
11.6
8.7
VII
1.8
13.9
11.3
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-829.67
kNm
Nu =
-244.64
kN
Tu =
-193.80
kN
b/a = -2.004/25.000
Aa1 =
5.42
cm2
(min:9.38)
(odab:425)
Aa2 =
5.42
cm2
(min:9.38)
(odab:425)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.98
cm2/m
(min:2.50)
(odab:10/15)
Presjek 36 - 36
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
12.5
Aa1
12.5
Aa2
b/d = 25/250 cm Ab = 6250 cm2
No
N [kN]
T [kN]
M [kNm]
I
-173.3
66.6
-399.6
II
-41.1
20.4
-107.1
III
-8.2
4.9
-22.0
IV
-8.2
4.9
-22.0
V
1.7
10.3
6.1
VI
2.2
11.7
5.6
VII
1.4
1.4
4.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-736.36
kNm
Nu =
-309.17
kN
Tu =
128.67
kN
b/a = -2.033/25.000
Aa1 =
3.72
cm2
(min:9.37)
(odab:425)
Aa2 =
3.72
cm2
(min:9.37)
(odab:425)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.65
cm2/m
(min:2.50)
(odab:10/15)
Presjek 37 - 37
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
51.5
Aa1
51.5
Aa2
b/d = 40/1030 cm Ab = 41200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1569.0
-37.8
-606.3
II
-705.5
-37.1
-815.4
III
-17.7
-0.1
-13.5
IV
-17.7
-0.1
-13.5
V
3.5
4.9
23.6
VI
3.2
6.9
35.3
VII
4.4
2.7
27.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-2063.97
kNm
Nu =
-3205.49
kN
Tu =
-106.79
kN
Aa1 =
0.00
cm2
(min:61.80)
(odab:1625)
Aa2 =
0.00
cm2
(min:61.80)
(odab:1625)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.13
cm2/m
(min:4.00)
(odab:10/15)
Presjek 38 - 38
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
100.5
Aa1
100.5
Aa2
b/d = 15/2010 cm Ab = 30150 cm2
No
N [kN]
T [kN]
M [kNm]
I
18.8
-3.5
6.9
II
33.2
-0.6
5.2
III
4.5
-0.1
3.6
IV
4.5
-0.0
3.7
V
4.5
21.4
116.5
VI
5.9
18.0
101.6
VII
6.4
19.0
95.4
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xV
Mu =
23.09
kNm
Nu =
82.57
kN
Tu =
-25.13
kN
b/a = 0.779/25.000
Aa1 =
0.98
cm2
(min:45.23)
(odab:1225)
Aa2 =
0.98
cm2
(min:45.23)
(odab:1225)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.02
cm2/m
(min:1.50)
(odab:10/15)
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45b/d=40/45
39
39
40
40
Dispozicija presjeka Okvir: V_9
41
41
42
42
43
43
44
44
45
45
46
46
47
47
48
48
Dispozicija presjeka Okvir: V_8
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45
b/d=40/40
b/d=40/45
b/d=40/45
b/d=40/40
b/d=40/45
49
49
50
50
51
51
52
52
Dispozicija presjeka Okvir: V_7
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45
b/d=40/40
b/d=40/40
b/d=40/45
53
53
54
54
55
55
56
56
Dispozicija presjeka Okvir: V_6
57
57
58
58
59
59
60
60
Dispozicija presjeka Okvir: V_5
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=25/40b/d=25/40
b/d=40/40
b/d=40/40
b/d=40/45
b/d=40/40
b/d=40/40
b/d=40/45
61
61
62
62
63
63
Dispozicija presjeka Okvir: V_4
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45
b/d=40/40
b/d=40/45
b/d=40/45
b/d=40/40
b/d=40/45
64
64
65
65
66
66
67
67
Dispozicija presjeka Okvir: V_3
68
68
69
69
70
70
71
71
72
72
73
73
74
74
75
75
Dispozicija presjeka Okvir: V_2
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/40
b/d=40/45b/d=40/45
76
76
77
77
78
78
79
79
Dispozicija presjeka Okvir: V_1
Presjek 39 - 39
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
100.5
Aa1
100.5
Aa2
b/d = 40/2010 cm Ab = 80400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-2183.3
1.1
-17.6
II
-739.7
-0.4
14.2
III
-23.6
0.1
-0.5
IV
-23.6
0.1
-0.5
V
8.6
7.6
14.3
VI
6.0
10.5
16.8
VII
8.8
7.5
13.7
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+VI
Mu =
-3.32
kNm
Nu =
-4095.96
kN
Tu =
11.62
kN
Aa1 =
0.00
cm2
(min:120.60)
(odab:3825)
Aa2 =
0.00
cm2
(min:120.60)
(odab:3825)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.01
cm2/m
(min:4.00)
(odab:10/15)
Presjek 40 - 40
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
100.5
Aa1
100.5
Aa2
b/d = 15/2010 cm Ab = 30150 cm2
No
N [kN]
T [kN]
M [kNm]
I
29.4
13.5
-32.6
II
34.2
3.8
-10.4
III
5.4
0.6
-1.2
IV
5.4
0.6
-1.2
V
6.2
16.3
104.8
VI
4.3
19.7
121.7
VII
6.3
15.3
88.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VI
Mu =
-61.67
kNm
Nu =
99.90
kN
Tu =
34.36
kN
b/a = 0.603/25.000
Aa1 =
1.23
cm2
(min:45.22)
(odab:1025)
Aa2 =
1.23
cm2
(min:45.22)
(odab:1025)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.02
cm2/m
(min:1.50)
(odab:10/15)
Presjek 41 - 41
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
17.5
Aa1
17.5
Aa2
b/d = 40/350 cm Ab = 14000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-473.9
-6.8
-212.4
II
-106.7
11.0
-1.5
III
-6.3
-0.2
-4.3
IV
-6.2
-0.2
-4.3
V
145.8
15.2
42.9
VI
122.1
14.3
52.5
VII
156.7
17.1
7.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I-1.00xVII
Mu =
-296.09
kNm
Nu =
-810.16
kN
Tu =
-23.84
kN
Aa1 =
0.00
cm2
(min:21.00)
(odab:820)
Aa2 =
0.00
cm2
(min:21.00)
(odab:820)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.09
cm2/m
(min:4.00)
(odab:10/15)
Presjek 42 - 42
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
11.0
Aa1
11.0
Aa2
b/d = 25/220 cm Ab = 5500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-376.4
-3.0
-41.7
II
-56.2
-8.0
-9.9
III
-6.2
-0.2
-1.2
IV
-6.1
-0.1
-1.2
V
180.3
22.4
75.7
VI
157.5
21.1
101.7
VII
196.2
24.9
71.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII
Mu =
-73.19
kNm
Nu =
-602.55
kN
Tu =
-30.23
kN
Aa1 =
0.00
cm2
(min:8.25)
(odab:420)
Aa2 =
0.00
cm2
(min:8.25)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.17
cm2/m
(min:2.50)
(odab:10/15)
Presjek 43 - 43
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
11.0
Aa1
11.0
Aa2
b/d = 25/220 cm Ab = 5500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-284.4
30.5
-26.3
II
-42.6
10.3
-6.3
III
-7.4
2.5
-1.3
IV
-7.3
2.5
-1.2
V
73.6
28.7
18.6
VI
60.9
29.7
16.1
VII
78.4
31.6
20.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VII
Mu =
-46.93
kNm
Nu =
-459.95
kN
Tu =
65.25
kN
Aa1 =
0.00
cm2
(min:8.25)
(odab:420)
Aa2 =
0.00
cm2
(min:8.25)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.38
cm2/m
(min:2.50)
(odab:10/15)
Presjek 44 - 44
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
11.0
Aa1
11.0
Aa2
b/d = 25/220 cm Ab = 5500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-142.3
-46.2
318.4
II
-33.1
-13.7
82.8
III
-6.4
-3.4
16.6
IV
-6.4
-3.4
16.6
V
2.5
9.0
5.2
VI
2.3
7.2
5.4
VII
2.6
9.4
5.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
581.32
kNm
Nu =
-252.36
kN
Tu =
-88.54
kN
b/a = -2.009/25.000
Aa1 =
3.62
cm2
(min:8.25)
(odab:420)
Aa2 =
3.62
cm2
(min:8.25)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.51
cm2/m
(min:2.50)
(odab:10/15)
Presjek 45 - 45
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
21.5
Aa1
21.5
Aa2
b/d = 40/430 cm Ab = 17200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-743.3
12.1
310.6
II
-172.5
-8.7
7.8
III
-12.8
0.5
6.6
IV
-12.7
0.5
6.6
V
169.6
19.7
134.3
VI
180.5
23.4
153.9
VII
45.2
3.3
177.7
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+VI
Mu =
441.92
kNm
Nu =
-1283.15
kN
Tu =
35.50
kN
Aa1 =
0.00
cm2
(min:25.80)
(odab:1020)
Aa2 =
0.00
cm2
(min:25.80)
(odab:1020)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.10
cm2/m
(min:4.00)
(odab:10/15)
Presjek 46 - 46
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
15.0
Aa1
15.0
Aa2
b/d = 25/300 cm Ab = 7500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-627.4
12.5
-9.4
II
-119.8
12.8
-9.3
III
-12.9
0.5
-0.2
IV
-12.8
0.5
-0.2
V
186.0
39.2
178.3
VI
202.6
48.7
225.5
VII
39.3
11.8
199.3
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVI
Mjerodavna kombinacija za posmik: I+0.30xII+VI
Mu =
213.34
kNm
Nu =
-865.95
kN
Tu =
65.02
kN
Aa1 =
0.00
cm2
(min:11.25)
(odab:620)
Aa2 =
0.00
cm2
(min:11.25)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.27
cm2/m
(min:2.50)
(odab:10/15)
Presjek 47 - 47
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
15.0
Aa1
15.0
Aa2
b/d = 25/300 cm Ab = 7500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-425.6
-16.9
-35.4
II
-74.4
-5.0
-12.0
III
-11.4
-2.0
-1.5
IV
-11.4
-2.1
-1.5
V
72.5
42.7
43.4
VI
82.5
54.1
53.1
VII
9.9
20.7
33.5
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVI
Mu =
-68.16
kNm
Nu =
-705.00
kN
Tu =
-72.56
kN
Aa1 =
0.00
cm2
(min:11.25)
(odab:620)
Aa2 =
0.00
cm2
(min:11.25)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.31
cm2/m
(min:2.50)
(odab:10/15)
Presjek 48 - 48
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
15.0
Aa1
15.0
Aa2
b/d = 25/300 cm Ab = 7500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-109.5
58.7
-445.9
II
-21.0
17.6
-117.0
III
-3.8
4.0
-23.9
IV
-3.8
4.0
-23.9
V
1.1
13.5
6.7
VI
1.2
15.9
8.3
VII
0.2
3.3
5.2
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-816.97
kNm
Nu =
-185.47
kN
Tu =
112.19
kN
b/a = -1.619/25.000
Aa1 =
4.55
cm2
(min:11.25)
(odab:620)
Aa2 =
4.55
cm2
(min:11.25)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.47
cm2/m
(min:2.50)
(odab:10/15)
Presjek 49 - 49
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
88.0
Aa1
88.0
Aa2
b/d = 40/1760 cm Ab = 70400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-2006.1
-28.1
904.7
II
-1074.6
-36.0
1539.0
III
-30.0
0.3
46.4
IV
-30.0
0.3
46.2
V
32.3
27.0
167.4
VI
25.9
40.4
150.8
VII
36.0
26.9
193.7
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII
Mu =
3606.23
kNm
Nu =
-4369.66
kN
Tu =
-91.94
kN
Aa1 =
0.00
cm2
(min:105.60)
(odab:2425)
Aa2 =
0.00
cm2
(min:105.60)
(odab:2425)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.07
cm2/m
(min:4.00)
(odab:10/15)
Presjek 50 - 50
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
90.5
Aa1
90.5
Aa2
b/d = 40/1810 cm Ab = 72400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-2053.6
30.4
-1609.9
II
-1114.0
46.8
-1551.9
III
-29.9
-0.3
-77.9
IV
-29.9
-0.3
-77.8
V
30.6
32.2
139.4
VI
29.6
42.0
156.5
VII
15.0
43.7
24.3
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII
Mu =
-4629.81
kNm
Nu =
-4492.77
kN
Tu =
111.21
kN
Aa1 =
0.00
cm2
(min:108.60)
(odab:2425)
Aa2 =
0.00
cm2
(min:108.60)
(odab:2425)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.08
cm2/m
(min:4.00)
(odab:10/15)
Presjek 51 - 51
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
17.5
Aa1
17.5
Aa2
b/d = 15/350 cm Ab = 5250 cm2
No
N [kN]
T [kN]
M [kNm]
I
124.0
-2.4
-240.2
II
41.3
0.8
-77.6
III
9.0
-0.2
-15.6
IV
9.0
-0.2
-15.6
V
11.0
11.3
3.9
VI
8.3
9.6
4.4
VII
11.2
12.4
4.5
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I-1.00xVII
Mu =
-466.42
kNm
Nu =
244.22
kN
Tu =
-14.85
kN
b/a = -0.851/25.000
Aa1 =
6.14
cm2
(min:7.88)
(odab:225)
Aa2 =
6.14
cm2
(min:7.88)
(odab:225)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.05
cm2/m
(min:1.50)
(odab:10/15)
Presjek 52 - 52
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
21.5
Aa1
21.5
Aa2
b/d = 15/430 cm Ab = 6450 cm2
No
N [kN]
T [kN]
M [kNm]
I
186.2
7.5
407.1
II
63.0
1.7
133.0
III
13.7
1.0
27.0
IV
13.7
1.0
27.0
V
7.2
7.6
6.7
VI
7.0
8.4
7.5
VII
3.6
1.5
1.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VI
Mu =
793.64
kNm
Nu =
368.52
kN
Tu =
16.40
kN
b/a = -0.855/25.000
Aa1 =
8.83
cm2
(min:9.68)
(odab:225)
Aa2 =
8.83
cm2
(min:9.68)
(odab:225)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.05
cm2/m
(min:1.50)
(odab:10/15)
Presjek 53 - 53
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
32.0
Aa1
32.0
Aa2
b/d = 40/640 cm Ab = 25600 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1398.4
-7.9
-89.6
II
-463.3
-5.0
-77.0
III
-29.6
-0.3
-3.4
IV
-27.3
-0.3
-3.5
V
388.1
58.6
777.2
VI
311.9
86.8
961.5
VII
287.1
49.3
1087.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVI
Mu =
-242.07
kNm
Nu =
-2629.49
kN
Tu =
-96.21
kN
Aa1 =
0.00
cm2
(min:38.40)
(odab:1025)
Aa2 =
0.00
cm2
(min:38.40)
(odab:1025)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.19
cm2/m
(min:4.00)
(odab:10/15)
Presjek 54 - 54
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
32.0
Aa1
32.0
Aa2
b/d = 25/640 cm Ab = 16000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1338.8
-29.1
-260.5
II
-365.7
-26.1
-99.7
III
-33.8
-0.7
-9.2
IV
-31.2
-0.7
-9.0
V
414.4
149.7
929.5
VI
352.5
220.8
1126.4
VII
267.8
124.9
1303.9
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVI
Mu =
-516.26
kNm
Nu =
-2409.30
kN
Tu =
-257.72
kN
Aa1 =
0.00
cm2
(min:24.00)
(odab:1020)
Aa2 =
0.00
cm2
(min:24.00)
(odab:1020)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.51
cm2/m
(min:2.50)
(odab:10/15)
Presjek 55 - 55
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
32.0
Aa1
32.0
Aa2
b/d = 25/640 cm Ab = 16000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-937.2
-46.5
-244.0
II
-204.1
-15.7
-83.1
III
-36.4
-1.6
-11.9
IV
-33.7
-1.6
-11.4
V
220.0
185.8
401.0
VI
190.7
270.4
497.2
VII
135.4
137.2
559.1
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVI
Mu =
-473.15
kNm
Nu =
-1628.99
kN
Tu =
-321.59
kN
Aa1 =
0.00
cm2
(min:24.00)
(odab:1020)
Aa2 =
0.00
cm2
(min:24.00)
(odab:1020)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.64
cm2/m
(min:2.50)
(odab:10/15)
Presjek 56 - 56
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
32.0
Aa1
32.0
Aa2
b/d = 25/640 cm Ab = 16000 cm2
No
N [kN]
T [kN]
M [kNm]
I
-246.3
-47.1
124.9
II
-34.4
-16.7
53.6
III
-15.9
-2.4
4.5
IV
-13.0
-2.3
5.9
V
16.2
78.3
13.5
VI
14.1
109.9
16.2
VII
9.6
42.3
3.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVI
Mu =
257.67
kNm
Nu =
-407.72
kN
Tu =
-162.01
kN
Aa1 =
0.00
cm2
(min:24.00)
(odab:1020)
Aa2 =
0.00
cm2
(min:24.00)
(odab:1020)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.32
cm2/m
(min:2.50)
(odab:10/15)
Presjek 57 - 57
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 40/380 cm Ab = 15200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-607.3
-20.0
1.3
II
-152.7
-23.8
-30.8
III
-11.9
-0.1
0.0
IV
-10.9
-0.1
-0.1
V
315.3
43.1
205.3
VI
219.6
60.3
244.8
VII
271.7
56.4
289.3
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVI
Mu =
281.28
kNm
Nu =
-924.86
kN
Tu =
-87.42
kN
Aa1 =
0.00
cm2
(min:22.80)
(odab:1020)
Aa2 =
0.00
cm2
(min:22.80)
(odab:1020)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.29
cm2/m
(min:4.00)
(odab:10/15)
Presjek 58 - 58
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 25/380 cm Ab = 9500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-536.8
29.5
-63.5
II
-110.2
45.3
-23.4
III
-12.9
-0.1
-2.1
IV
-11.7
-0.1
-2.0
V
339.0
102.5
161.3
VI
238.9
144.5
228.7
VII
283.4
134.4
213.4
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VI
Mu =
-124.23
kNm
Nu =
-910.19
kN
Tu =
187.55
kN
Aa1 =
0.00
cm2
(min:14.25)
(odab:620)
Aa2 =
0.00
cm2
(min:14.25)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.62
cm2/m
(min:2.50)
(odab:10/15)
Presjek 59 - 59
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 25/380 cm Ab = 9500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-359.0
29.4
-36.7
II
-64.8
4.9
-11.3
III
-12.4
-0.4
-1.9
IV
-11.1
-0.4
-1.9
V
124.4
134.1
51.5
VI
97.6
181.6
71.7
VII
79.4
183.2
69.5
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+VII
Mu =
-69.68
kNm
Nu =
-601.04
kN
Tu =
214.06
kN
Aa1 =
0.00
cm2
(min:14.25)
(odab:620)
Aa2 =
0.00
cm2
(min:14.25)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.71
cm2/m
(min:2.50)
(odab:10/15)
Presjek 60 - 60
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
19.0
Aa1
19.0
Aa2
b/d = 25/380 cm Ab = 9500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-168.2
20.7
59.8
II
-23.2
5.4
21.1
III
-10.2
1.9
0.9
IV
-8.0
1.9
1.1
V
24.0
56.5
105.1
VI
24.9
80.5
86.2
VII
32.8
73.7
134.5
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xVII
Mjerodavna kombinacija za posmik: I+0.30xII+VI
Mu =
200.64
kNm
Nu =
-207.97
kN
Tu =
102.80
kN
Aa1 =
0.00
cm2
(min:14.25)
(odab:620)
Aa2 =
0.00
cm2
(min:14.25)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.34
cm2/m
(min:2.50)
(odab:10/15)
Presjek 61 - 61
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
13.0
Aa1
13.0
Aa2
b/d = 40/260 cm Ab = 10400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-465.0
14.7
25.9
II
-155.9
14.5
4.1
III
-7.9
0.1
0.6
IV
-7.9
0.1
0.6
V
374.4
12.7
70.9
VI
275.3
17.1
85.5
VII
325.2
17.7
101.7
Mjerodavna kombinacija za savijanje:
I+0.30xII-1.00xV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
98.08
kNm
Nu =
-886.14
kN
Tu =
41.67
kN
Aa1 =
0.00
cm2
(min:15.60)
(odab:620)
Aa2 =
0.00
cm2
(min:15.60)
(odab:620)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.20
cm2/m
(min:4.00)
(odab:10/15)
Presjek 62 - 62
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
13.0
Aa1
13.0
Aa2
b/d = 25/260 cm Ab = 6500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-415.5
-17.1
2.2
II
-123.6
-45.5
3.5
III
-8.4
0.3
0.1
IV
-8.4
0.3
0.1
V
394.0
51.7
69.5
VI
288.4
68.3
101.1
VII
346.5
72.8
89.3
Mjerodavna kombinacija za savijanje: I+V
Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVII
Mu =
71.69
kNm
Nu =
-21.48
kN
Tu =
-103.54
kN
b/a = -0.541/25.000
Aa1 =
0.41
cm2
(min:9.75)
(odab:620)
Aa2 =
0.41
cm2
(min:9.75)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.50
cm2/m
(min:2.50)
(odab:10/15)
Presjek 63 - 63
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
13.0
Aa1
13.0
Aa2
b/d = 25/260 cm Ab = 6500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-238.1
-27.0
8.7
II
-56.7
-5.7
2.7
III
-7.5
1.1
0.5
IV
-7.6
1.1
0.5
V
165.5
81.7
12.7
VI
124.0
103.2
18.3
VII
136.3
116.1
16.2
Mjerodavna kombinacija za savijanje: I+0.30xII-1.00xV
Mjerodavna kombinacija za posmik: I+0.30xII-1.00xVII
Mu =
22.15
kNm
Nu =
-420.58
kN
Tu =
-144.80
kN
Aa1 =
0.00
cm2
(min:9.75)
(odab:620)
Aa2 =
0.00
cm2
(min:9.75)
(odab:620)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.70
cm2/m
(min:2.50)
(odab:10/15)
Presjek 64 - 64
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
88.0
Aa1
88.0
Aa2
b/d = 40/1760 cm Ab = 70400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-2032.7
-24.7
-1214.3
II
-1065.8
-29.0
-1539.2
III
-31.7
0.3
-56.4
IV
-31.6
0.3
-56.5
V
8.6
26.4
46.8
VI
7.4
32.7
60.6
VII
2.9
37.6
24.0
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII
Mu =
-4041.27
kNm
Nu =
-4395.05
kN
Tu =
-76.91
kN
Aa1 =
0.00
cm2
(min:105.60)
(odab:2425)
Aa2 =
0.00
cm2
(min:105.60)
(odab:2425)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.06
cm2/m
(min:4.00)
(odab:10/15)
Presjek 65 - 65
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
90.5
Aa1
90.5
Aa2
b/d = 40/1810 cm Ab = 72400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-2097.6
29.0
1927.0
II
-1115.5
40.2
1558.8
III
-31.9
-0.3
88.1
IV
-31.9
-0.3
88.2
V
13.1
21.7
73.4
VI
11.5
32.8
82.5
VII
16.2
22.7
100.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII
Mu =
5085.13
kNm
Nu =
-4557.70
kN
Tu =
99.58
kN
Aa1 =
0.00
cm2
(min:108.60)
(odab:2425)
Aa2 =
0.00
cm2
(min:108.60)
(odab:2425)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.07
cm2/m
(min:4.00)
(odab:10/15)
Presjek 66 - 66
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
17.5
Aa1
17.5
Aa2
b/d = 15/350 cm Ab = 5250 cm2
No
N [kN]
T [kN]
M [kNm]
I
95.0
19.1
194.6
II
34.2
4.4
63.5
III
7.6
0.7
12.4
IV
7.6
0.7
12.4
V
8.8
9.1
3.2
VI
6.3
7.2
3.7
VII
5.4
3.8
1.3
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
378.32
kNm
Nu =
192.16
kN
Tu =
33.59
kN
b/a = -0.798/25.000
Aa1 =
4.89
cm2
(min:7.88)
(odab:164)
Aa2 =
4.89
cm2
(min:7.88)
(odab:416)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.12
cm2/m
(min:1.50)
(odab:10/15)
Presjek 67 - 67
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
21.5
Aa1
21.5
Aa2
b/d = 15/430 cm Ab = 6450 cm2
No
N [kN]
T [kN]
M [kNm]
I
146.3
-25.6
-353.0
II
51.8
-6.3
-114.6
III
11.8
-0.6
-22.7
IV
11.8
-0.6
-22.7
V
8.4
10.3
8.5
VI
7.5
9.3
7.6
VII
9.6
12.1
9.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-685.83
kNm
Nu =
294.62
kN
Tu =
-45.01
kN
b/a = -0.843/25.000
Aa1 =
7.39
cm2
(min:9.68)
(odab:420)
Aa2 =
7.39
cm2
(min:9.68)
(odab:420)
Aav =
0.00
cm2/m
(min:1.13)
(odab:10/15)
Aah =
0.13
cm2/m
(min:1.50)
(odab:10/15)
Presjek 68 - 68
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
70.5
Aa1
70.5
Aa2
b/d = 40/1410 cm Ab = 56400 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1101.0
-1.8
2231.6
II
-631.6
2.7
-277.3
III
-8.8
-0.0
53.8
IV
-8.9
-0.0
54.4
V
114.8
13.7
624.0
VI
99.5
16.8
495.2
VII
27.5
8.3
253.5
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I-1.00xVI
Mu =
2686.18
kNm
Nu =
-2448.42
kN
Tu =
-18.61
kN
Aa1 =
0.00
cm2
(min:84.60)
(odab:2025)
Aa2 =
0.00
cm2
(min:84.60)
(odab:2025)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.02
cm2/m
(min:4.00)
(odab:10/15)
Presjek 69 - 69
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
69.0
Aa1
69.0
Aa2
b/d = 40/1380 cm Ab = 55200 cm2
No
N [kN]
T [kN]
M [kNm]
I
-1241.6
0.2
-3032.5
II
-613.9
-3.9
39.3
III
-13.3
0.0
-73.7
IV
-13.4
0.1
-74.1
V
212.9
29.3
945.1
VI
199.6
31.0
835.9
VII
253.6
37.9
1076.5
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII-1.00xVII
Mu =
-4156.98
kNm
Nu =
-2618.99
kN
Tu =
-38.85
kN
Aa1 =
0.00
cm2
(min:82.80)
(odab:2025)
Aa2 =
0.00
cm2
(min:82.80)
(odab:2025)
Aav =
0.00
cm2/m
(min:3.00)
(odab:10/15)
Aah =
0.04
cm2/m
(min:4.00)
(odab:10/15)
Presjek 70 - 70
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
11.0
Aa1
11.0
Aa2
b/d = 25/220 cm Ab = 5500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-487.2
12.6
39.4
II
-99.8
0.9
6.4
III
-9.5
0.2
1.1
IV
-9.7
0.2
1.0
V
129.9
15.3
77.8
VI
116.6
14.7
97.0
VII
23.0
1.4
102.8
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
I+0.30xII+V
Mu =
64.48
kNm
Nu =
-823.29
kN
Tu =
28.10
kN
Aa1 =
0.00
cm2
(min:8.25)
(odab:420)
Aa2 =
0.00
cm2
(min:8.25)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.16
cm2/m
(min:2.50)
(odab:10/15)
Presjek 71 - 71
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
11.0
Aa1
11.0
Aa2
b/d = 25/220 cm Ab = 5500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-397.0
38.3
10.8
II
-82.5
11.9
1.0
III
-13.1
4.0
0.5
IV
-13.2
4.0
0.5
V
54.2
19.7
12.8
VI
46.8
23.0
13.4
VII
13.0
10.2
3.9
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
16.80
kNm
Nu =
-681.45
kN
Tu =
76.12
kN
Aa1 =
0.00
cm2
(min:8.25)
(odab:420)
Aa2 =
0.00
cm2
(min:8.25)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.44
cm2/m
(min:2.50)
(odab:10/15)
Presjek 72 - 72
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aav/Aah
2.0
Aav/Aah
11.0
Aa1
11.0
Aa2
b/d = 25/220 cm Ab = 5500 cm2
No
N [kN]
T [kN]
M [kNm]
I
-214.9
-74.0
-447.6
II
-56.8
-23.9
-122.6
III
-12.0
-5.9
-25.3
IV
-12.0
-5.9
-25.3
V
2.4
6.9
2.3
VI
1.6
5.9
2.8
VII
2.0
1.8
2.6
Mjerodavna kombinacija za savijanje:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mjerodavna kombinacija za posmik:
1.35xI+1.50xII+0.75xIII+0.90xIV
Mu =
-829.90
kNm
Nu =
-395.00
kN
Tu =
-145.55
kN
b/a = -2.530/25.000
Aa1 =
4.88
cm2
(min:8.25)
(odab:420)
Aa2 =
4.88
cm2
(min:8.25)
(odab:420)
Aav =
0.00
cm2/m
(min:1.88)
(odab:10/15)
Aah =
0.84
cm2/m
(min:2.50)
(odab:10/15)
Presjek 73 - 73
EUROCODE
C 25
Kutna armatura S500H
Uzduna armatura S500H
Kompletna shema optereenja
2.0
Aa