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Sadrzaj
Osnovni podaci o mode
lu______________________________________________________________________________________________________________________________1
Ulazni podaci
Ulazni podaci -
Konstrukcija___________________________________________________________________________________________________________________1
Ulazni podaci -
Opterecenje___________________________________________________________________________________________________________________4
Rezultati
Staticki
proracun____________________________________________________________________________________________________________________________6
Osnovni podaci o modelu
Datoteka: konstrukcije u idrotenici !ra"icki rad model#t$pDatum
proracuna: 16#11#%&1'
(acin proracuna: %D model )*p+ ,p+ r.
* /eorija 0-o! reda odalna analiza Sta2ilnost
/eorija 00-o! reda Seizmicki proracun 3aze !radjenja
(elinearan proracun
Velicina modela
roj cvorova: 54roj plocasti elemenata: &roj !redni
elemenata: 1roj !ranicni elemenata: 74roj osnovni slucajeva
opterecenja: 7
roj kom2inacija opterecenja:
Jedinice mera
Duzina: m 8cm+mm9Sila: k(/emperatura: elsius
Ulazni podaci - Konstrukcija
Tower - 3D Model Builder 6.0 Registered to Filip Micukic
Radimpex - www.radimpex.rs
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Koordinate cvorova(o * 8m9 8m9 , 8m9
1 0.0000 0.0000 0.0000
% '75' &&&& &&&&
7 1#&5'& &&&& &&&&
4 1#61%' &&&& &&&&
' %#1'&& &&&& &&&&
6 %#65' &&&& &&&&
5 7#%%'& &&&& &&&&
7#56%' &&&& &&&&
; 4#7&&& &&&&
&&&&
1& 4#75' &&&& &&&&
11 0.0000 0.0000 '#77&&
1% '#75'& &&&& &&&&
17 '#;1%' &&&& &&&&
14 6#4'&& &&&& &&&&
1' 6#;5' &&&& &&&&16 5#'%'&
&&&& &&&&
15 #&6%' &&&& &&&&
1 #6&&& &&&&
&&&&
1; ;#175' &&&& &&&&
%& 4#7&&& &&&&
'#77&&
%1 ;#65'& &&&& &&&&
%% 1%17 &&&& &&&&
%7 1'& &&&& &&&&
%4 11#% &&&& &&&&
%' 11#%' &&&& &&&&
%6 1%#76% &&&& &&&&
%5 1%#;&& &&&& &&&&
% 17#47 &&&& &&&&
%; #6&&& &&&& '#77&&
7& 17#;5' &&&& &&&&
71 14#'1% &&&& &&&&
7% 1'#&'& &&&& &&&&
77 1'#'5 &&&& &&&&
74 16#1%' &&&& &&&&7' 16#66%
&&&& &&&&
76 15#%&& &&&& &&&&
75 15#57 &&&& &&&&
7 1%#;&& &&&& '#77&&
7; 1#%5' &&&& &&&&
4& 1#17 &&&& &&&&
41 1;#7'& &&&& &&&&
4% 1;#5 &&&& &&&&
47 %%' &&&& &&&&
44 %6% &&&& &&&&
4' %1#'&& &&&& &&&&
46 %%#&7 &&&& &&&&
45 15#%&& &&&& '#77&&
4 %%#'5' &&&& &&&&
4; %7#117 &&&& &&&&
'& %7#6'& &&&& &&&&
'1 %4#1 &&&& &&&&
'% %4#5%' &&&& &&&&
'7 %'#%67 &&&& &&&&
'4 %'#&& &&&& &&&&
'' %6#775 &&&& &&&&
'6 %1#'&& &&&& '#77&&
'5 %6#5' &&&& &&&&
' %5#41% &&&& &&&&
'; %5#;'& &&&& &&&&
6& %#45 &&&& &&&&
61 %;#&%' &&&& &&&&
6% %;#'67 &&&& &&&&
67 7&& &&&& &&&&
64 7 &&&& &&&&
6' %'#&& &&&& '#77&&
66 71#15' &&&& &&&&
65 71#51% &&&& &&&&
6 7%#%'& &&&& &&&&
6; 7%#55 &&&& &&&&
5& 77#7%' &&&& &&&&
51 77#6% &&&& &&&&
5% 74#4&& &&&& &&&&
57 7&& &&&& '#77&&54
74#4&& &&&& '#77&&
/a2ela materijala(o (aziv materijala ?8k(=m79 @t81=9 m
1 ABCE 7& 7#1'&eF5 %& %'#&&
1#&&&e-' 7#1'&eF5 %&
Setovi !reda
G1GSet: 1 Hresek: 2=dI47&=%%+ 3iktivna ekscentricnost
%47& 89
at# J1 J% J7 01 0% 071 - ABCE 7& ;#46&e-1 5#7e-1 5#7e-1
1#455e-% 1#4'eF& 7#16e-7
Tower - 3D Model Builder 6.0 Registered to Filip Micukic
Radimpex - www.radimpex.rs
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G1GSet: % Hresek: 2=dI44&=74+ 3iktivna ekscentricnost
%44& 89at# J1 J% J7 01 0% 07
1 - ABCE 7& 1#4;6eF& 1#%45eF& 1#%45eF& '#44e-%
%#414eF& 1#441e-%
G1GSet: 7 Hresek: 2=dI4&=4&+ 3iktivna ekscentricnost
%4& 89at# J1 J% J7 01 0% 07
1 - ABCE 7& 1#6&&e-1 1#777e-1 1#777e-1 7#6&'e-7
%#177e-7 %#177e-7
H_1
Dispozicija ramova
Tower - 3D Model Builder 6.0 Registered to Filip Micukic
Radimpex - www.radimpex.rs
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7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
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Ulazni podaci - Opterecenje
b/d=430/22
b/d=440/34
b/d=440/34
b/d=440/34
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
p=62.78
Opt# 1: ! )!.
Tower - 3D Model Builder 6.0 Registered to Filip Micukic
Radimpex - www.radimpex.rs
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7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
5/15
b/d=430/22
b/d=440/34
b/
d=440/34
b/
d=440/34
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
p=202.10
Opt# %: v
Tower - 3D Model Builder 6.0 Registered to Filip Micukic
Radimpex - www.radimpex.rs
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7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
6/15
b/d=430/22
b/d=440/34
b/d=440/34
b/d=440/34
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
Opt# 7: z
Staticki proracun
37.48
-28.17
-3.54
1.88
-0.74
1.03
0.74
-1.03
3.54
-1.88
-37.48
28.17
287.
05
-269.
12
176.
15
-141.
47
202.
09
-113.
82
221.
57
-112.
97
217.
52
-112.
97
221.
57
-113.
82
202.
09
-141.
47
176.
15
-269.
12
-52.
42
154.
97
-296.
05
86.
05
-210.
01
104.
49
-213.
39
102.
80
-212.
45
102.
80
-213.
39
104.
49
-210.
01
86.
05
-296.
05
154.
97
Opt# 4: 1#60
Uticaji u !redi: ma 7I %5#&' = min 7I -%;6#&' k(m
12.32-1.02-0.330.331.02-12.32-44.02
489.
69
-351.
98
287.
64
-291.
21
277.
38
-289.
79
289.
96
-288.
97
288.
97
-289.
96
289.
79
-277.
38
291.
21
-287.
64
351.
98-
240.
66
353
.98
-309.
44
285.
20
-296.
70
297.
93
-297.
54
297.
10
-297.
10
297.
54
-297.
93
296.
70
-285.
20
309.
44
-353.
98
Opt# 4: 1#60
Uticaji u !redi: ma /%I 4;#6; = min /%I -4;#6; k(
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7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
7/15
-697.52-616.02-629.58-628.31-629.58-616.02-697.52 -559.611
-1.
37
0.
19
-0.
19
0.
02
0.
02
-0.
190.
19
56.
34
56.
34
Opt# 4: 1#60
Uticaji u !redi: ma (1I '6#74 = min (1I -6;5#'% k(
54.29
-32.54
-9.02
4.92
-0.76
1.53
0.76
-1.53
9.02
-4.92
-54.29
32.54
-86.03
-2.12
-413.
94
186
.12
-139.
69
188.
01
-122.
94
215
.91
-121.
21
208
.00
-121.
21
215
.91
-122.
94
188
.01
-139.
69
186.
12
-413.
94
223.
60
-353.
58
75.
01
-202.
78
107.
90
-214.
77
102.
55
-211.
80
102.
55
-214.
77
107.
90
-202.
78
75.
01
-353.
58
Opt# ': 1#60F1#00
Uticaji u !redi: ma 7I '7#4% = min 7I -'7#4% k(m
16.29-2.62-0.430.432.62-16.29
-607.96
7.85
607.96
528.
89
-9.
30
218.
39
-129.
93
97.
77
-509.
11
386.
89
-3.
99
223.
70
-79.
90
147.
80
-153.
85
73.
84
-380.
46
370.
15
-10.
04
217.
65
-83.
56
144.
14
-156.
81
70.
89
-388.
90
388.
83
-74.
43
153.
26
-150.
05
77.
65
-226.
50
1.
20
-386.
24
386.
24
-1.
20
226.
50
-77.
65
150.
05
-153.
26
74.
43
-388.
83
388.
90
-70.
89
156.
81
-144.
14
83.
56
-217.
65
10.
04
-370.
15
380.
46
-73.
84
153.
85
-147.
80
79.
90
-223.
70
3.
99
-386.
89
509.
11
-97.
77
129.
93
-195.
09
399.
55
-321.
86
2
72.
78
-294.
71
2
99.
93
-298.
01
2
96.
63
-296.
63
2
98.
01
-299.
93
2
94.
71
-272.
78
321.
86
-399.
55
Opt# ': 1#60F1#00
Uticaji u !redi: ma /%I 6&5#;6 = min /%I -6&5#;6 k(
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-755.52-601.60-632.05-627.37-632.05-601.60-755.52 -514.03.03
18.
91
-0.
25
0.
04
0.
04
-0.
25
314.
14
314.
14
Opt# ': 1#60F1#00
Uticaji u !redi: ma (1I 714#14 = min (1I -5''#'% k(
16.47
-22.90
3.47
-2.07
-0.63
0.30
0.63
-0.30
-3.47
2.07
-16.47
22.90
313.
29.64
-313.20
635.
18
-135.
12
15
1.
16
-154.
66
211
.12
-113.
19
217
.67
-113.
62
218
.50
-113.
62
217
.67
-113.
19
211
.12
-154.
66
15
1.
16
-135.
12
-229.
64
89.
37
-223.
64
101.
71
-222.
46
101.
14
-211.
60
103.
32
-213.
29
103.
32
-211.
60
101.
14
-222.
46
101.
71
-223.
64
89.
37
Opt# 6: 1#60F1#6000
Uticaji u !redi: ma 7I 67'#1 = min 7I -67'#1 k(m
7.391.04-0.180.18-1.04-7.39
-331331.51
563.
55
-277.
82
284.
76
-301.
89
283.
75
-288.
03
288.
63
-289.
61
289.
61
-288.
63
288.
03
-283.
75
301.
89
-284.
76
277.
82
-298.
72
29
5.
92
-293.
76
30
0.
88
-299.
19
29
5.
45
-296.
93
29
7.
71
-297.
71
29
6.
93
-295.
45
29
9.
19
-300.
88
29
3.
76
-295.
92
Opt# 6: 1#60F1#6000
Uticaji u !redi: ma /%I 5;%#%5 = min /%I -5;%#%5 k(
-
7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
9/15
-623.80-634.17-626.49-629.54-626.49-634.17-623.80 -617.66
-24.
65
0.
11
-0.
11
0.
02
-0.
02
-0.
020.
02
-0.
110.
11
-331.
51
-331.
51
Opt# 6: 1#60F1#6000
Uticaji u !redi: ma (1I = min (1I -674#15 k(
33.27
-27.27
-2.01
0.98
-0.65
0.80
0.65
-0.80
2.01
-0.98
-33.27
27.27
346.
01
-248.
42
161.
13
-152.
88
194.9
8
-122.
31
212.
01
-121.
86
208.
97
-121.
86
212.
01
-122.
31
194.9
8
-152.
88
161.
13
-248.
42
-91.
20
140.
05
-281.
16
88.
97
-211.
77
103.
65
-212.
98
102.
88
-212.
65
102.
88
-212.
98
103.
65
-211.
77
88.
97
-281.
16
140.
05
Opt# 5: 1#60F1#00F1#6000
Uticaji u !redi: ma 7I 746#&1 = min 7I -746#&1 k(m
11.36-0.56-0.270.270.56-11.36
77.68
-140.29
602.
76
-34.
57
193.
13
-144.
27
83.
42
-434.
95
384.
00
-10.
51
217.
19
-87.
37
140.
33
-162.
05
65.
64
-391.
15
376.
51
-5.
84
221.
85
-80.
24
147.
46
-154.
17
73.
52
-387.
14
387.
50
-75.
44
152.
26
-150.
93
76.
76
-227.
28
0.
41
-386.
88
386.
88
-0.
41
227.
28
-76.
76
150.
93
-152.
26
75.
44
-387.
50
387.
14
-73.
52
154.
17
-147.
46
80.
24
-221.
85
5.
84
-376.
51
391.
15
-65.
64
162.
05
-140.
33
87.
37
-217.
19
10.
51
-384.
00
434.
95
-83.
42
144.
27
-193.
13
34.
57
-253.
14
341.
50
-306.
19
2
88.
45
-297.
19
2
97.
45
-297.
40
2
97.
24
-297.
24
2
97.
40
-297.
45
2
97.
19
-288.
45
3
06.
19
-341.
50
Opt# 5: 1#60F1#00F1#6000
Uticaji u !redi: ma /%I 6&%#56 = min /%I -6&%#56 k(
-
7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
10/15
-681.80-619.75-628.96-628.59-628.96-619.75-681.80 -572.099
-4.
36
0.
18
-0.
18
-0.
180.
18
-77.
68
-77.
68
Opt# 5: 1#60F1#00F1#6000
Uticaji u !redi: ma (1I = min (1I -61#& k(
23.43
-17.61
-2.21
1.17
-0.46
0.64
0.46
-0.64
2.21
-1.17
-23.43
17.61
179.
41
-168.
20
110.
09
-88.
42
126.
31
-71.
14
138.
48
-70.
61
135.
95
-70.
61
138.
48
-71.
14
126.
31
-88.
42
110.
09
-168.
20
-32.
76
96.
86
-185.
03
53.
78
-131.
25
65.
31
-133.
37
64.
25
-132.
78
64.
25
-133.
37
65.
31
-131.
25
53.
78
-185.
03
96.
86
Opt# : 0
Uticaji u !redi: ma 7I 15;#41 = min 7I -1'#&7 k(m
7.70-0.63-0.210.210.63-7.70-27.51
306.
06
-219.
99
179.
78
-182.
00
173.
36
-181.
12
181.
22
-180.
60
180.
60
-181.
22
181.
12
-173.
36
182.
00
-179.
78
219.
99-
150.
41
221.
24
-193.
40
178.
25
-185.
44
186.
21
-185.
96
185.
69
-185.
69
185.
96
-186.
21
185.
44
-178.
25
193.
40
-221.
24
Opt# : 0
Uticaji u !redi: ma /%I 7&6#&6 = min /%I -7&6#&6
k(
-
7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
11/15
-435.95-385.01-393.49-392.70-393.49-385.01-435.95 -349.766
-0.
86
0.
12
-0.
12
-0.
120.
12
35.
21
35.
21
Opt# : 0
Uticaji u !redi: ma (1I 7'#%1 = min (1I -47'#;' k(
32.76
-20.04
-5.26
2.86
-0.47
0.92
0.47
-0.92
5.26
-2.86
-32.76
20.04
-44.15
18.
76
-246.
39
115
.63
-87.
43
118
.49
-76.
20
135.
34
-75.
18
130
.66
-75.
18
135.
34
-76.
20
118
.49
-87.
43
115
.63
-246.
39
134.
67
-216.
99
47.
65
-127.
24
67.
20
-134.
13
64.
11
-132.
42
64.
11
-134.
13
67.
20
-127.
24
47.
65
-216.
99
Opt# ;: 0F00
Uticaji u !redi: ma 7I 775#;5 = min 7I -775#;5 k(m
9.91-1.52-0.260.261.52-9.91
-334.70
8.53
334.70
327.
84
-69.
09
59.
64
-307.
28
234.
91
-43.
54
85.
19
-89.
81
38.
92
-231.
59
224.
90
-45.
26
83.
48
-91.
08
37.
65
-236.
18
236.
15
-39.
79
88.
94
-87.
04
41.
69
-234.
64
234.
64
-41.
69
87.
04
-88.
94
39.
79
-236.
15
236.
18
-37.
65
91.
08
-83.
48
45.
26
-224.
90
231.
59
-38.
92
89.
81
-85.
19
43.
54
-234.
91
307.
28
-59.
64
69.
09
-125.
09
246.
56
-200.
30
1
71.
35
-184.
33
187.
32
-186.
22
185.
43
-185.
43
186.
22
-187.
32
184.
33
-171.
35
200.
30
-246.
56
Opt# ;: 0F00
Uticaji u !redi: ma /%I 774#5& = min /%I -774#5& k(
-
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12/15
-468.18-377.00-394.86-392.17-394.86-377.00-468.18 -324.44.44
10.
41
-0.
15
0.
02
0.
02
-0.
15
178.
44
178.
44
Opt# ;: 0F00
Uticaji u !redi: ma (1I 15#44 = min (1I -46#1 k(
10.29
-14.31
2.17
-1.29
-0.40
0.19
0.40
-0.19
-2.17
1.29
-10.29
14.31
195.
143.53
-195.75
396.
99
-84.
45
9
4.
47
-96.
66
131
.95
-70.
74
136
.04
-71.
01
136
.56
-71.
01
136
.04
-70.
74
131
.95
-96.
66
9
4.
47
-84.
45
-143.
53
55.
85
-139.
77
63.
57
-139.
04
63.
21
-132.
25
64.
57
-133.
31
64.
57
-132.
25
63.
21
-139.
04
63.
57
-139.
77
55.
85
Opt# 1&: 0F000
Uticaji u !redi: ma 7I 7;6#;; = min 7I -7;6#;; k(m
4.620.65-0.110.11-0.65-4.62
-207207.19
352.
22
-173.
63
177.
97
-188.
68
177.
34
-180.
02
180.
40
-181.
00
181.
00
-180.
40
180.
02
-177.
34
188.
68
-177.
97
173.
63
-186.
70
18
4.
95
-183.
60
18
8.
05
-186.
99
18
4.
66
-185.
58
18
6.
07
-186.
07
18
5.
58
-184.
66
18
6.
99
-188.
05
18
3.
60
-184.
95
Opt# 1&: 0F000
Uticaji u !redi: ma /%I 4;'#15 = min /%I -4;'#15 k(
-
7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
13/15
-389.87-396.36-391.56-393.46-391.56-396.36-389.87 -386.04
-15.
40
0.
07
-0.
07
0.
01
-0.
01
-0.
010.
01
-0.
070.
07
-207.
19
-207.
19
Opt# 1&: 0F000
Uticaji u !redi: ma (1I &5 = min (1I -7;6#76 k(
19.63
-16.74
-0.88
0.40
-0.40
0.47
0.40
-0.47
0.88
-0.40
-19.63
16.74
236.
34
-145.
81
100.
01
-95.
67
122.8
4
-75.
81
132.9
0
-75.
59
131.2
7
-75.
59
132.9
0
-75.
81
122.8
4
-95.
67
100.
01
-145.
81
-66.
61
83.
96
-171.
73
56.
37
-132.
86
64.
57
-133.
02
64.
32
-132.
95
64.
32
-133.
02
64.
57
-132.
86
56.
37
-171.
73
83.
96
Opt# 11: 0F00F000
Uticaji u !redi: ma 7I %76#74 = min 7I -%76#74 k(m
6.82-0.24-0.160.160.24-6.82
-66.18
132.96
374.
00
-9.
49
119.
24
-78.
31
50.
42
-260.
93
233.
11
-0.
10
128.
63
-48.
21
80.
53
-94.
93
33.
80
-238.
27
228.
88
-43.
18
85.
55
-89.
43
39.
30
-235.
08
235.
32
-40.
42
88.
32
-87.
59
41.
14
-235.
04
235.
04
-41.
14
87.
59
-88.
32
40.
42
-235.
32
235.
08
-39.
30
89.
43
-85.
55
43.
18
-228.
88
238.
27
-33.
80
94.
93
-80.
53
48.
21
-128.
63
0.
10
-233.
11
260.
93
-50.
42
78.
31
-119.
24
9.
49
-161.
38
210.
27
-190.
50
1
81.
15
-185.
88
1
85.
77
-185.
84
1
85.
81
-185.
81
1
85.
84
-185.
77
1
85.
88
-181.
15
1
90.
50
-210.
27
Opt# 11: 0F00F000
Uticaji u !redi: ma /%I 754#&& = min /%I -754#&&
k(
-
7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
14/15
-422.09-388.35-392.93-392.94-392.93-388.35-422.09 -360.722
-4.
14
0.
11
-0.
11
-0.
110.
11
-66.
18
-66.
18
Opt# 11: 0F00F000
Uticaji u !redi: ma (1I = min (1I -4%%#&; k(
54.293.47
4.921.53
0.769.02
32.54
313.
635.
18
186.
12
211
.12
221
.57
218
.50
221
.57
211
.12
186.
12
223.
60
101.
71
107.
90
103.
32
103.
32
107.
90
101.
71
-32.54
-9.02-0.76
-1.53
-3.47
-4.92
-54.29-86.03
-313.20
-2.12
-413.
94
-154.
66
-122.
94
-121.
86
-121.
86
-122.
94
-154.
66
-413.
94
-229.
64
-353.
58
-222.
46
-214.
77
-213.
29
-214.
77
-222.
46
-353.
58
Opt# 1%: 8Jnv9 4-5
Uticaji u !redi: ma 7I 67'#1 = min 7I -67'#1 k(m
16.291.040.432.62
331.51
607.96
602.
76
386.
89
73.
84
376.
51
73.
52
388.
83
77.
65
1.
20
386.
88
75.
44
388.
90
83.
56
10.
04 3
91.
15
87.
37
10.
51
509.
11
129.
93
3
99.
55
30
0.
88
29
9.
93
29
7.
71
29
8.
01
29
9.
19
321.
86
-2.62-0.43-1.04-16.29
-331
-607.96
-9.
30
-129.
93
-509.
11 -
10.
51
-87.
37
-391.
15
-10.
04
-83.
56
-388.
90
-75.
44
-386.
88 -
1.
20
-77.
65
-388.
83
-73.
52
-376.
51
-73.
84
-386.
89
-298.
72
-321.
86
-299.
19
-298.
01
-297.
71
-299.
93
-300.
88
-399.
55
Opt# 1%: 8Jnv9 4-5
Uticaji u !redi: ma /%I 5;%#%5 = min /%I -5;%#%5 k(
-
7/23/2019 Konstrukcije u Hidrotehnici Graficki Rad Model
15/15
18.
91
0.
04
0.
04
314.
14
314.
14
-755.52-634.17-632.05-629.54-632.05-634.17-755.52 -617.666
-24.
65
-0.
25
-0.
25
-331.
51
-331.
51
Opt# 1%: 8Jnv9 4-5
Uticaji u !redi: ma (1I 714#14 = min (1I -5''#'% k(
