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Betonske konstrukcije - EC2
1
Tablica za dimenzioniranje AB pravokutnih presjeka prema EC2
εc2 (%o) εs1 (‰) ξ=x/d ζ=z/d μsd
-0.1 20.0 0.005 0.998 0.000
-0.2 20.0 0.010 0.997 0.001
-0.3 20.0 0.015 0.995 0.002
-0.4 20.0 0.020 0.993 0.003
-0.5 20.0 0.024 0.992 0.005
-0.6 20.0 0.029 0.990 0.007
-0.7 20.0 0.034 0.988 0.009
-0.8 20.0 0.038 0.987 0.011
-0.9 20.0 0.043 0.985 0.014
-1.0 20.0 0.048 0.983 0.017
-1.1 20.0 0.052 0.982 0.019
-1.2 20.0 0.057 0.980 0.023
-1.3 20.0 0.061 0.978 0.026
-1.4 20.0 0.065 0.977 0.029
-1.5 20.0 0.070 0.975 0.033
-1.6 20.0 0.074 0.973 0.036
-1.7 20.0 0.078 0.971 0.039
-1.8 20.0 0.083 0.969 0.043
-1.9 20.0 0.087 0.968 0.046
-2.0 20.0 0.091 0.966 0.050
-2.1 20.0 0.095 0.964 0.053
-2.2 20.0 0.099 0.962 0.056
-2.3 20.0 0.103 0.960 0.060
-2.4 20.0 0.107 0.959 0.063
-2.5 20.0 0.111 0.957 0.066
-2.6 20.0 0.115 0.955 0.069
-2.7 20.0 0.119 0.953 0.073
-2.8 20.0 0.123 0.951 0.076
-2.9 20.0 0.127 0.949 0.079
-3.0 20.0 0.130 0.947 0.081
-3.1 20.0 0.134 0.945 0.084
-3.2 20.0 0.138 0.943 0.088
-3.3 20.0 0.142 0.942 0.091
-3.4 20.0 0.145 0.940 0.093
-3.5 20.0 0.149 0.938 0.096
-3.5 19.5 0.152 0.937 0.098
-3.5 19.0 0.156 0.935 0.100
-3.5 18.5 0.159 0.934 0.102
-3.5 18.0 0.163 0.932 0.105
-3.5 17.5 0.167 0.931 0.107
-3.5 17.0 0.171 0.929 0.109
-3.5 16.5 0.175 0.927 0.112
-3.5 16.0 0.179 0.926 0.114
-3.5 15.5 0.184 0.923 0.117
-3.5 15.0 0.189 0.921 0.120
-3.5 14.5 0.194 0.919 0.123
-3.5 14.0 0.200 0.917 0.126
-3.5 13.5 0.206 0.914 0.130
-3.5 13.0 0.212 0.912 0.133
-3.5 12.5 0.219 0.909 0.137
-3.5 12.0 0.226 0.906 0.141
-3.5 11.5 0.233 0.903 0.145
-3.5 11.0 0.241 0.900 0.149
Betonske konstrukcije - EC2
2
εc2 (%o) εs1 (‰) ξ=x/d ζ=z/d μsd
-3.5 10.5 0.250 0.896 0.154
-3.5 10.0 0.259 0.892 0.159
-3.5 9.5 0.269 0.888 0.164
-3.5 9.0 0.280 0.884 0.170
-3.5 8.5 0.292 0.879 0.177
-3.5 8.0 0.304 0.874 0.183
-3.5 7.5 0.318 0.868 0.190
-3.5 7.0 0.333 0.861 0.197
-3.5 6.5 0.350 0.854 0.206
-3.5 6.0 0.368 0.847 0.214
-3.5 5.5 0.389 0.838 0.224
-3.5 5.0 0.412 0.829 0.235
-3.5 4.5 0.438 0.818 0.247
-3.5 4.0 0.467 0.806 0.259
-3.5 3.5 0.500 0.792 0.272
-3.5 3.0 0.538 0.776 0.287
-3.5 2.5 0.583 0.757 0.304
-3.5 2.0 0.636 0.735 0.322
-3.5 1.5 0.700 0.709 0.342
-3.5 1.0 0.778 0.676 0.362
-3.5 0.5 0.875 0.636 0.383
Betonske konstrukcije - EC2
3
Betonske konstrukcije - EC2
4
Tablice za odabir armature (ploča, zid)
Razmak Površina presjeka u cm2 na širini ploče od 100 cm
šipaka
Promjer šipke u mm
t 6 7 8 10 12 14 16 18 20
7.0 4.04 5.50 7.18 11.22 16.16 21.99 28.73 36.36 44.87
7.5 3.77 5.13 6.70 10.47 15.08 20.52 26.81 33.93 41.88
8.0 3.53 4.81 6.28 9.82 14.14 19.24 25.14 31.81 39.26
8.5 3.33 4.53 5.91 9.24 13.31 18.11 23.66 29.94 36.95
9.0 3.14 4.28 5.59 8.73 12.57 17.10 22.34 28.28 34.90
9.5 2.98 4.05 5.29 8.27 11.90 16.20 21.17 26.79 33.06
10.0 2.83 3.85 5.03 7.85 11.31 15.39 20.11 25.45 31.41
10.5 2.69 3.67 4.79 7.48 10.77 14.66 19.15 24.24 29.91
11.0 2.57 3.50 4.57 7.14 10.28 13.99 18.28 23.14 28.55
11.5 2.46 3.35 4.37 6.83 9.84 13.39 17.49 22.13 27.31
12.0 2.36 3.21 4.19 6.54 9.42 12.83 16.76 21.21 26.17
12.5 2.26 3.08 4.02 6.28 9.05 12.32 16.09 20.36 25.13
13.0 2.17 2.96 3.87 6.04 8.70 11.84 15.47 19.58 24.16
13.5 2.09 2.85 3.72 5.82 8.38 11.40 14.90 18.85 23.27
14.0 2.02 2.75 3.59 5.61 8.08 11.00 14.36 18.18 22.44
14.5 1.95 2.65 3.47 5.42 7.80 10.62 13.87 17.55 21.66
15.0 1.89 2.57 3.35 5.24 7.54 10.26 13.41 16.97 20.94
15.5 1.82 2.48 3.24 5.07 7.30 9.93 12.97 16.42 20.27
16.0 1.77 2.41 3.14 4.91 7.07 9.62 12.57 15.90 19.64
16.5 1.71 2.33 3.05 4.76 6.85 9.33 12.19 15.42 19.04
17.0 1.66 2.26 2.96 4.62 6.65 9.05 11.83 14.97 18.48
17.5 1.62 2.20 2.87 4.49 6.46 8.79 11.49 14.54 17.95
18.0 1.57 2.14 2.79 4.36 6.28 8.55 11.17 14.14 17.46
18.5 1.53 2.08 2.72 4.25 6.11 8.32 10.87 13.76 16.94
19.0 1.49 2.03 2.65 4.13 5.95 8.10 10.58 13.39 16.54
19.5 1.45 1.97 2.58 4.03 5.80 7.89 10.31 13.05 16.11
20.0 1.41 1.92 2.51 3.93 5.65 7.69 10.05 12.72 15.72
Betonske konstrukcije - EC2
5
Tablice za odabir armature ploče ili zida za uobičajene razmake 10, 12.5, 15 i 20 cm.
φ (mm) razmak As
8 20 2.51
8 15 3.35
10 20 3.93
8 12.5 4.02
8 10 5.03
10 15 5.24
12 20 5.65
10 12.5 6.28
12 15 7.54
14 20 7.70
10 10 7.85
12 12.5 9.05
16 20 10.05
14 15 10.26
12 10 11.31
14 12.5 12.32
16 15 13.40
19 20 14.18
14 10 15.39
20 20 15.71
16 12.5 16.08
19 15 18.90
22 20 19.01
16 10 20.11
20 15 20.94
19 12.5 22.68
25 20 24.54
20 12.5 25.13
22 15 25.34
19 10 28.35
22 12.5 30.41
28 20 30.79
20 10 31.42
25 15 32.72
22 10 38.01
25 12.5 39.27
32 20 40.21
28 15 41.05
25 10 49.09
28 12.5 49.26
36 20 50.89
32 15 53.62
28 10 61.58
32 12.5 64.34
36 15 67.86
32 10 80.42
36 12.5 81.43
36 10 101.79
Betonske konstrukcije - EC2
6
Tablice za odabir armature (grede)
Fi(mm) kg/m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
8 0,405 0,50 1,01 1,51 2,01 2,51 3,02 3,52 4,02 4,52 5,03 5,53 6,03 6,54 7,04 7,54
10 0,634 0,79 1,57 2,36 3,14 3,93 4,71 5,50 6,20 7,07 7,85 8,64 9,42 10,21 11,00 11,78
12 0,911 1,13 2,26 3,39 4,52 5,66 6,79 7,92 9,05 10,18 11,31 12,44 13,57 14,70 15,83 16,97
14 1,242 1,54 3,08 4,62 6,16 7,70 9,24 10,78 12,32 13,86 15,39 16,93 18,47 20,01 21,55 23,09
16 1,621 2,01 4,02 6,03 8,04 10,05 12,06 14,07 16,09 18,10 20,11 22,12 24,13 26,14 28,15 30,16
18 2,170 2,54 5,09 7,63 10,18 12,72 15,27 17,81 20,36 22,90 25,45 27,99 30,54 33,08 35,63 38,17
19 2,288 2,84 5,67 8,51 11,34 14,18 17,01 19,85 22,68 25,52 28,35 31,19 34,02 36,86 39,69 42,53
20 2,536 3,14 6,28 9,43 12,57 15,71 18,85 21,99 25,13 28,27 31,42 34,56 37,70 40,84 43,98 47,12
22 3,058 3,80 7,60 11,40 15,21 19,01 22,81 26,64 30,41 34,21 38,01 41,81 45,62 49,42 53,22 57,02
24 3,652 4,52 9,05 13,57 18,10 22,62 27,14 31,67 36,19 40,72 45,24 49,76 54,29 58,81 63,34 67,86
25 3,951 4,91 9,82 14,73 19,64 24,54 29,45 34,36 39,27 44,18 49,09 54,00 58,90 63,81 68,72 73,63
28 4,956 6,16 12,32 18,47 24,63 30,79 36,95 43,10 49,26 55,42 61,58 67,73 73,88 80,05 86,21 92,36
32 6,474 8,04 16,09 24,13 32,17 40,21 48,26 56,30 64,34 72,38 80,42 88,47 96,50 104,55 112,60 120,64
36 8,200 10,18 20,36 30,54 40,72 50,89 61,07 71,25 81,43 91,61 101,79 111,97 122,15 132,32 142,50 152,68
razmak armature/m 100,00 50,00 33,34 25,00 20,00 16,67 14,30 12,50 11,11 10,00 9,10 8,33 7,70 7,14 6,67
Betonske konstrukcije - EC2
7
Tablice za odabir armature grede.
kom φ (mm) As
2 8 1.01
3 8 1.51
2 10 1.57
4 8 2.01
2 12 2.26
3 10 2.36
5 8 2.51
2 14 3.08
4 10 3.14
3 12 3.39
5 10 3.93
2 16 4.02
4 12 4.52
3 14 4.62
5 12 5.65
2 19 5.67
3 16 6.03
4 14 6.16
2 20 6.28
2 22 7.60
5 14 7.70
4 16 8.04
3 19 8.51
3 20 9.42
2 25 9.82
5 16 10.05
4 19 11.34
3 22 11.40
2 28 12.32
4 20 12.57
5 19 14.18
3 25 14.73
4 22 15.21
5 20 15.71
2 32 16.08
3 28 18.47
5 22 19.01
4 25 19.63
2 36 20.36
3 32 24.13
5 25 24.54
4 28 24.63
3 36 30.54
5 28 30.79
4 32 32.17
5 32 40.21
4 36 40.72
5 36 50.89
Betonske konstrukcije - EC2
8
R mreže
Tip Profili (mm) Razmaci (mm) Dimenzije (m) kg/m2 kg/kom
R 131 5,0x4,2 150x250 6,00x2,20 1,50 19,80
R 131 5,0x4,6 150x250 6,00x2,20 1,63 21,50
R 139 4,2x4,2 100x250 6,00x2,20 1,55 20,50
R 166 4,6x4,2 100x250 6,00x2,20 1,76 23,30
R 166 4,6x4,6 100x250 6,00x2,20 1,85 24,50
R 188 6,0x4,2 150x250 6,00x2,20 1,96 26,00
R 188 6,0x4,6 150x250 6,00x2,20 2,08 27,50
R 196 5,0x4,2 150x250 6,00x2,20 2,00 26,50
R 226 6,0x4,2 125x250 6,00x2,20 2,27 30,00
R 257 7,0x5,0 150x250 6,00x2,20 2,72 35,80
R 283 6,0x4,6 100x250 6,00x2,20 2,77 36,60
R 283 6,0x5,0 100x250 6,00x2,20 2,88 38,00
R 335 8,0x5,0 150x250 6,00x2,20 3,33 44,00
R 335 8,0x6,0 150x250 6,00x2,20 3,63 48,00
R 385 7,0x5,0 100x250 6,00x2,20 3,68 48,60
R 424 9,0x6,0 150x250 6,00x2,20 4,34 57,30
R 503 8,0x5,0 100x200 6,00x2,20 4,77 63,00
R 503 8,0x5,0 100x250 6,00x2,20 4,58 60,50
R 503 8,0x6,0 100x250 6,00x2,20 4,89 64,60
R 524 10,0x6,0 150x250 6,00x2,15 5,15 68,00
R 636 9,0x6,0 100x250 6,00x2,15 5,95 78,50
R 785 10,0x6,0 100x250 6,00x2,15 7,35 97,00
R 785 10,0x6,0 100x200 6,00x2,20 7,39 97,50
Q mreže
Tip Profili (mm) Razmaci (mm) Dimenzije (m) kg/m2 kg/kom
Q 069 4,2x4,2 200x200 6,00x2,20 1,10 14,50
Q 131 5,0x5,0 150x150 6,00x2,20 2,12 28,00
Q 139 4,2x4,2 100x100 6,00x2,20 2,20 29,05
Q 166 4,6x4,6 100x100 6,00x2,20 2,64 34,90
Q 188 6,0x6,0 150x150 6,00x2,20 3,06 40,40
Q 196 5,0x5,0 100x100 6,00x2,15 3,07 40,50
Q 226 6,0x6,0 125x125 6,00x2,20 3,63 48,00
Q 257 7,0x7,0 150x150 6,00x2,20 4,16 55,00
Q 283 6,0x6,0 100x100 6,00x2,20 4,48 59,15
Q 335 8,0x8,0 150x150 6,00x2,20 5,45 72,00
Q 385 7,0x7,0 100x100 6,00x2,20 6,10 80,60
Q 424 9,0x9,0 150x150 6,00x2,20 6,81 90,00
Q 503 8,0x8,0 100x100 6,00x2,20 8,03 106,00
Q 524 10,0x10,0 150x150 6,00x2,20 8,40 110,90
Q 636 9,0x9,0 100x100 6,00x2,20 10,08 133,05
Q 785 10,0x10,0 100x100 6,00x2,20 12,46 164,50
Betonske konstrukcije - EC2
9
Tablice za proračun ploča nosivih u dva okomita smjera opterećenih
ravnomjerno podijeljenim opterećenjem po cijeloj ploči
y
x
l
l
λ =
2
x
xmaks
x
q l
M
ϕ
=
2
y
ymaks
y
q l
M
ϕ
= qx=κ◊q qy=(1-kx)q
______________
±±±±±±±±±±±±±
upeti ležaj
----------------------
slobodno položeni ležaj
Slučaj 1 l j1x D j1y D k1x D
1 2 3 4 5 6 7
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
169.17
125.10
94.94
75.31
61.60
51.69
43.97
38.29
34.26
30.44
27.43
22.79
19.45
17.02
15.22
13.87
12.88
12.06
11.45
10.97
10.57
8.814
6.031
3.927
2.741
1.983
1.544
1.136
0.807
0.764
0.602
0.464
0.334
0.244
0.180
0.135
0.099
0.082
0.061
0.048
0.040
10.57
11.35
12.30
13.44
14.79
16.35
18.01
20.15
22.36
24.79
27.43
33.37
40.34
48.60
58.45
70.22
84.43
100.77
121.69
143.00
169.17
0.156
0.190
0.228
0.270
0.313
0.331
0.427
0.444
0.486
0.527
0.594
0.697
0.826
0.985
1.176
1.421
1.634
2.092
2.131
2.617
0.0588
0.0838
0.1147
0.1515
0.1936
0.2404
0.2906
0.3430
0.3962
0.4489
0.5000
0.5942
0.6747
0.7407
0.7935
0.8351
0.8666
0.8931
0.9130
0.9287
0.9412
0.0050
0.0062
0.0073
0.0084
0.0093
0.0100
0.0105
0.0106
0.0105
0.0102
0.0094
0.0080
0.0066
0.0053
0.0042
0.0033
0.0025
0.0020
0.0016
0.0012
Betonske konstrukcije - EC2
10
Slučaj 2 l j2x D j2y D k2x D
8 9 10 11 12 13 14
ly UVIJEK PARALELNO S
UKLIJEŠTENIM RUBOM
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
140.91
107.37
85.30
70.59
59.24
50.86
44.56
39.70
35.74
32.54
29.93
26.02
23.33
21.43
20.04
19.02
18.30
17.63
17.05
16.67
16.50
6.707
4.414
2.942
2.270
1.676
1.259
0.971
0.792
0.640
0.522
0.391
0.269
0.191
0.138
0.103
0.071
0.067
0.059
0.037
0.021
11.28
12.38
13.70
15.29
17.19
19.41
21.99
24.96
28.37
32.30
36.75
47.58
61.38
78.75
100.28
126.64
158.52
196.69
239.81
295.08
357.03
0.217
0.266
0.320
0.379
0.444
0.516
0.595
0.683
0.786
0.890
1.083
1.381
1.736
2.153
2.636
3.189
3.817
4.312
5.527
6.195
0.1351
0.1862
0.2447
0.3086
0.3751
0.4417
0.5059
0.5661
0.6212
0.6706
0.7143
0.7854
0.8383
0.8772
0.9057
0.9268
0.9425
0.9543
0.9633
0.9702
0.9756
0.0102
0.0117
0.0128
0.0133
0.0133
0.0129
0.0121
0.0110
0.0099
0.0087
0.0071
0.0053
0.0039
0.0029
0.0021
0.0016
0.0012
0.0009
0.0007
0.0005
Slučaj 3 l j3x D j3y D k3x D
15 16 17 18 19 20 21
ly UVIJEK PARALELNO S
UKLIJEŠTENIM RUBOM
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
136.06
107.42
87.62
73.76
63.69
56.16
50.42
45.97
42.48
39.70
37.47
34.18
31.93
30.34
29.18
28.31
27.64
27.12
26.71
26.37
26.09
5.728
3.960
2.772
2.014
1.505
1.148
0.891
0.698
0.555
0.446
0.329
0.225
0.159
0.116
0.087
0.067
0.052
0.041
0.034
0.028
12.48
14.10
16.12
18.60
21.16
25.24
29.56
34.66
40.65
47.64
55.74
75.33
101.68
134.65
175.88
226.65
288.36
362.50
450.72
555.49
675.81
0.323
0.404
0.496
0.603
0.725
0.864
1.021
1.199
1.398
1.620
1.959
2.635
3.298
4.123
5.077
6.171
7.414
8.822
10.377
12.132
0.2381
0.3139
0.3932
0.4716
0.5456
0.6127
0.6709
0.7230
0.7664
0.8029
0.8333
0.8798
0.9120
0.9346
0.9505
0.9620
0.9704
0.9766
0.9813
0.9849
0.9877
0.0152
0.0159
0.0157
0.0148
0.0134
0.0116
0.0104
0.0087
0.0073
0.0061
0.0046
0.0032
0.0023
0.0016
0.0012
0.0008
0.0006
0.0005
0.0004
0.0003
Betonske konstrukcije - EC2
11
Slučaj 4 l j4x D j4y D k4x D
22 23 24 25 26 27 28
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
271.75
194.98
145.73
112.92
90.16
73.99
62.18
53.34
46.58
41.52
37.15
31.09
27.01
24.17
22.12
20.62
19.49
18.62
17.95
17.41
16.98
6.707
4.414
2.942
2.270
1.676
1.259
1.768
1.352
1.052
0.833
0.606
0.408
0.285
0.204
0.150
0.113
0.087
0.068
0.053
0.043
16.98
17.84
18.89
20.16
21.65
23.41
25.47
27.84
30.56
33.65
37.15
45.52
56.01
69.02
84.99
104.38
127.72
155.54
188.41
226.93
271.75
0.171
0.209
0.254
0.298
0.353
0.411
0.465
0.543
0.619
0.700
0.837
1.063
1.287
1.596
1.940
2.334
2.782
3.287
3.852
4.882
0.0588
0.0838
0.1147
0.1515
0.1936
0.2404
0.2906
0.3430
0.3962
0.4489
0.5000
0.5942
0.6747
0.7407
0.7935
0.8351
0.8676
0.8931
0.9130
0.9287
0.9412
0.0050
0.0062
0.0073
0.0084
0.0093
0.0100
0.0105
0.0106
0.0105
0.0102
0.0094
0.0080
0.0066
0.0053
0.0042
0.0033
0.0025
0.0020
0.0016
0.0012
Slučaj 5 l j5x
D j5y
D k5x D
29 30 31 32 33 34 35
ly UVIJEK PARALELNO SA
SLOBODNO POLOŽENIM
RUBOM
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
246.42
186.97
138.61
110.30
90.65
76.58
66.24
58.46
52.51
47.86
44.18
38.84
35.27
32.79
31.01
29.71
28.73
27.97
27.38
26.92
26.54
11.891
9.671
5.661
3.931
2.814
2.068
1.556
1.191
0.980
0.736
0.535
0.357
0.248
0.178
0.130
0.093
0.075
0.059
0.047
0.038
17.88
19.12
20.68
22.60
24.92
27.69
30.98
34.84
39.35
44.56
50.57
65.30
84.25
108.24
138.11
174.79
219.29
272.66
336.02
410.58
497.61
0.251
0.313
0.384
0.464
0.555
0.658
0.772
0.900
1.043
1.201
1.474
1.895
2.398
2.987
3.669
4.450
5.337
6.337
7.456
8.702
0.1111
0.1547
0.2058
0.2631
0.3244
0.3876
0.4503
0.5108
0.5675
0.6196
0.6667
0.7454
0.8057
0.8510
0.8848
0.9101
0.9291
0.9435
0.9545
0.9631
0.9697
0.0087
0.0102
0.0114
0.0123
0.0126
0.0125
0.0121
0.0114
0.0104
0.0094
0.0079
0.0060
0.0045
0.0038
0.0025
0.0019
0.0014
0.0011
0.0009
0.0007
Betonske konstrukcije - EC2
12
Slučaj 6 l j6x D j6y D k6x D
36 37 38 39 40 41 42
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
436.53
310.15
229.50
175.97
139.24
113.30
94.51
80.60
70.10
62.04
55.74
46.77
40.90
36.89
34.08
32.04
30.54
29.40
28.52
27.75
27.28
25.276
16.130
10.706
7.346
5.189
3.757
2.782
2.100
1.614
1.259
0.897
0.588
0.400
0.282
0.204
0.151
0.114
0.088
0.077
0.047
27.28
28.38
29.74
31.41
33.43
35.85
38.71
42.08
46.00
50.53
55.74
68.48
84.80
105.38
130.92
162.22
200.13
245.53
299.38
362.69
436.53
0.220
0.273
0.334
0.404
0.483
0.573
0.673
0.784
0.907
1.043
1.274
1.632
2.057
2.555
3.130
3.790
4.540
5.385
6.331
7.384
0.0588
0.0838
0.1147
0.1515
0.1936
0.2404
0.2906
0.3430
0.3962
0.4489
0.5000
0.5942
0.6747
0.7407
0.7935
0.8351
0.8676
0.8931
0.9130
0.9287
0.9412
0.0050
0.0062
0.0073
0.0084
0.0093
0.0100
0.0105
0.0106
0.0105
0.0102
0.0094
0.0080
0.0066
0.0053
0.0042
0.0033
0.0025
0.0020
0.0016
0.0012
Betonske konstrukcije - EC2
13
Betonske konstrukcije - EC2
14
Betonske konstrukcije - EC2
15
Betonske konstrukcije - EC2
16
Betonske konstrukcije - EC2
17
Betonske konstrukcije - EC2
18
Betonske konstrukcije - EC2
19
Betonske konstrukcije - EC2
20
Betonske konstrukcije - EC2
21
Betonske konstrukcije - EC2
22
Betonske konstrukcije - EC2
23
Betonske konstrukcije - EC2
24
PRIJENOS OPTEREĆENJA S PLOČE NOSIVE U DVA SMJERA NA GREDE I ZIDOVE
Ležajni pritisak pravokutnih ploča na grede ili zidove kontinuirano je promjenljiv oblika parabole.
Za potrebe prakse ovo opterećenje zamjenjuje se trapeznim (za dužu stranu ploče) ili trokutnim (za
kraću stranu ploče). Grede se radi jednostavnosti proračuna nadalje mogu proračunavati sa
zamjenjujućim jednolikim kontinuiranim opterećenjem (prema izrazima danim na slici). Ovim
zamjenjujućim opterećenjem dobiju se isti momenti savijanja, ali oko 25% veće poprečne sile.
Betonske konstrukcije - EC2
25
Prosta greda:
RA,g=RB,g=VA,g=VB,g = 0.5◊g◊L
RA,q=RB,q=VA,q=VB,q = 0.5◊q◊L
M1,g= 0.125◊g◊L2
M1,q= 0.125◊g◊L2
MSd=1.35◊Mg+1.5◊Mq
VSd=1.35◊Vg+1.5◊Vq
Prosta greda s jednim prepustom:
( )2 2
, ,
2
A g A g k
g
R V L L
L
= = ⋅ −
⋅
, , 0.5A q A qR V q L= = ⋅ ⋅
( )
2
,
2
B g k
g
R L L
L
= ⋅ +
⋅
( )
2
,
2
B q k
q
R L L
L
= ⋅ +
⋅
( )2 2
, ,
2
B l g k
g
V L L
L
= ⋅ +
⋅
( )2 2
, ,
2
B l q k
q
V L L
L
= ⋅ +
⋅
, ,B d g kV g L= ⋅
, ,B d q kV q L= ⋅
2
,
1,
2
A g
g
R
M
g
=
⋅
2
1, 0.125qM q L= ⋅ ⋅
2
2, 0.5g kM g L= − ⋅ ⋅
2
2, 0.5q kM q L= − ⋅ ⋅
Betonske konstrukcije - EC2
26
Prosta greda s dva prepusta:
( )
,
2
2
k
A g
g L L
R
⋅ + ⋅
=
( )
,
2
2
k
A q
q L L
R
⋅ + ⋅
=
, ,A l g kV g L= ⋅
, ,A l q kV q L= ⋅
, , , , ,A d g A g A l gV R V= −
, , , , ,A d q A q A l qV R V= −
2 2
1, 0.125 0.5g kM g L g L= ⋅ ⋅ − ⋅ ⋅
2
1, 0.125qM q L= ⋅ ⋅
2
2, 0.5g kM g L= − ⋅ ⋅
2
2, 0.5q kM q L= − ⋅ ⋅
Kontinuirani nosač preko dva raspona:
A,g A,gR V 0.375 g L= = ⋅ ⋅
A,q A,qR V 0.438 q L= = ⋅ ⋅
B,gR 1.25 g L= ⋅ ⋅
B,qR 1.25 q L= ⋅ ⋅
B,gV 0.625 g L= ⋅ ⋅
B,qV 0.625 q L= ⋅ ⋅
2
1,gM 0.070 g L= ⋅ ⋅
2
1,qM 0.096 q L= ⋅ ⋅
2
2,gM 0.125 g L= − ⋅ ⋅
2
2,qM 0.125 q L= − ⋅ ⋅

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Tablice beton

  • 1. Betonske konstrukcije - EC2 1 Tablica za dimenzioniranje AB pravokutnih presjeka prema EC2 εc2 (%o) εs1 (‰) ξ=x/d ζ=z/d μsd -0.1 20.0 0.005 0.998 0.000 -0.2 20.0 0.010 0.997 0.001 -0.3 20.0 0.015 0.995 0.002 -0.4 20.0 0.020 0.993 0.003 -0.5 20.0 0.024 0.992 0.005 -0.6 20.0 0.029 0.990 0.007 -0.7 20.0 0.034 0.988 0.009 -0.8 20.0 0.038 0.987 0.011 -0.9 20.0 0.043 0.985 0.014 -1.0 20.0 0.048 0.983 0.017 -1.1 20.0 0.052 0.982 0.019 -1.2 20.0 0.057 0.980 0.023 -1.3 20.0 0.061 0.978 0.026 -1.4 20.0 0.065 0.977 0.029 -1.5 20.0 0.070 0.975 0.033 -1.6 20.0 0.074 0.973 0.036 -1.7 20.0 0.078 0.971 0.039 -1.8 20.0 0.083 0.969 0.043 -1.9 20.0 0.087 0.968 0.046 -2.0 20.0 0.091 0.966 0.050 -2.1 20.0 0.095 0.964 0.053 -2.2 20.0 0.099 0.962 0.056 -2.3 20.0 0.103 0.960 0.060 -2.4 20.0 0.107 0.959 0.063 -2.5 20.0 0.111 0.957 0.066 -2.6 20.0 0.115 0.955 0.069 -2.7 20.0 0.119 0.953 0.073 -2.8 20.0 0.123 0.951 0.076 -2.9 20.0 0.127 0.949 0.079 -3.0 20.0 0.130 0.947 0.081 -3.1 20.0 0.134 0.945 0.084 -3.2 20.0 0.138 0.943 0.088 -3.3 20.0 0.142 0.942 0.091 -3.4 20.0 0.145 0.940 0.093 -3.5 20.0 0.149 0.938 0.096 -3.5 19.5 0.152 0.937 0.098 -3.5 19.0 0.156 0.935 0.100 -3.5 18.5 0.159 0.934 0.102 -3.5 18.0 0.163 0.932 0.105 -3.5 17.5 0.167 0.931 0.107 -3.5 17.0 0.171 0.929 0.109 -3.5 16.5 0.175 0.927 0.112 -3.5 16.0 0.179 0.926 0.114 -3.5 15.5 0.184 0.923 0.117 -3.5 15.0 0.189 0.921 0.120 -3.5 14.5 0.194 0.919 0.123 -3.5 14.0 0.200 0.917 0.126 -3.5 13.5 0.206 0.914 0.130 -3.5 13.0 0.212 0.912 0.133 -3.5 12.5 0.219 0.909 0.137 -3.5 12.0 0.226 0.906 0.141 -3.5 11.5 0.233 0.903 0.145 -3.5 11.0 0.241 0.900 0.149
  • 2. Betonske konstrukcije - EC2 2 εc2 (%o) εs1 (‰) ξ=x/d ζ=z/d μsd -3.5 10.5 0.250 0.896 0.154 -3.5 10.0 0.259 0.892 0.159 -3.5 9.5 0.269 0.888 0.164 -3.5 9.0 0.280 0.884 0.170 -3.5 8.5 0.292 0.879 0.177 -3.5 8.0 0.304 0.874 0.183 -3.5 7.5 0.318 0.868 0.190 -3.5 7.0 0.333 0.861 0.197 -3.5 6.5 0.350 0.854 0.206 -3.5 6.0 0.368 0.847 0.214 -3.5 5.5 0.389 0.838 0.224 -3.5 5.0 0.412 0.829 0.235 -3.5 4.5 0.438 0.818 0.247 -3.5 4.0 0.467 0.806 0.259 -3.5 3.5 0.500 0.792 0.272 -3.5 3.0 0.538 0.776 0.287 -3.5 2.5 0.583 0.757 0.304 -3.5 2.0 0.636 0.735 0.322 -3.5 1.5 0.700 0.709 0.342 -3.5 1.0 0.778 0.676 0.362 -3.5 0.5 0.875 0.636 0.383
  • 4. Betonske konstrukcije - EC2 4 Tablice za odabir armature (ploča, zid) Razmak Površina presjeka u cm2 na širini ploče od 100 cm šipaka Promjer šipke u mm t 6 7 8 10 12 14 16 18 20 7.0 4.04 5.50 7.18 11.22 16.16 21.99 28.73 36.36 44.87 7.5 3.77 5.13 6.70 10.47 15.08 20.52 26.81 33.93 41.88 8.0 3.53 4.81 6.28 9.82 14.14 19.24 25.14 31.81 39.26 8.5 3.33 4.53 5.91 9.24 13.31 18.11 23.66 29.94 36.95 9.0 3.14 4.28 5.59 8.73 12.57 17.10 22.34 28.28 34.90 9.5 2.98 4.05 5.29 8.27 11.90 16.20 21.17 26.79 33.06 10.0 2.83 3.85 5.03 7.85 11.31 15.39 20.11 25.45 31.41 10.5 2.69 3.67 4.79 7.48 10.77 14.66 19.15 24.24 29.91 11.0 2.57 3.50 4.57 7.14 10.28 13.99 18.28 23.14 28.55 11.5 2.46 3.35 4.37 6.83 9.84 13.39 17.49 22.13 27.31 12.0 2.36 3.21 4.19 6.54 9.42 12.83 16.76 21.21 26.17 12.5 2.26 3.08 4.02 6.28 9.05 12.32 16.09 20.36 25.13 13.0 2.17 2.96 3.87 6.04 8.70 11.84 15.47 19.58 24.16 13.5 2.09 2.85 3.72 5.82 8.38 11.40 14.90 18.85 23.27 14.0 2.02 2.75 3.59 5.61 8.08 11.00 14.36 18.18 22.44 14.5 1.95 2.65 3.47 5.42 7.80 10.62 13.87 17.55 21.66 15.0 1.89 2.57 3.35 5.24 7.54 10.26 13.41 16.97 20.94 15.5 1.82 2.48 3.24 5.07 7.30 9.93 12.97 16.42 20.27 16.0 1.77 2.41 3.14 4.91 7.07 9.62 12.57 15.90 19.64 16.5 1.71 2.33 3.05 4.76 6.85 9.33 12.19 15.42 19.04 17.0 1.66 2.26 2.96 4.62 6.65 9.05 11.83 14.97 18.48 17.5 1.62 2.20 2.87 4.49 6.46 8.79 11.49 14.54 17.95 18.0 1.57 2.14 2.79 4.36 6.28 8.55 11.17 14.14 17.46 18.5 1.53 2.08 2.72 4.25 6.11 8.32 10.87 13.76 16.94 19.0 1.49 2.03 2.65 4.13 5.95 8.10 10.58 13.39 16.54 19.5 1.45 1.97 2.58 4.03 5.80 7.89 10.31 13.05 16.11 20.0 1.41 1.92 2.51 3.93 5.65 7.69 10.05 12.72 15.72
  • 5. Betonske konstrukcije - EC2 5 Tablice za odabir armature ploče ili zida za uobičajene razmake 10, 12.5, 15 i 20 cm. φ (mm) razmak As 8 20 2.51 8 15 3.35 10 20 3.93 8 12.5 4.02 8 10 5.03 10 15 5.24 12 20 5.65 10 12.5 6.28 12 15 7.54 14 20 7.70 10 10 7.85 12 12.5 9.05 16 20 10.05 14 15 10.26 12 10 11.31 14 12.5 12.32 16 15 13.40 19 20 14.18 14 10 15.39 20 20 15.71 16 12.5 16.08 19 15 18.90 22 20 19.01 16 10 20.11 20 15 20.94 19 12.5 22.68 25 20 24.54 20 12.5 25.13 22 15 25.34 19 10 28.35 22 12.5 30.41 28 20 30.79 20 10 31.42 25 15 32.72 22 10 38.01 25 12.5 39.27 32 20 40.21 28 15 41.05 25 10 49.09 28 12.5 49.26 36 20 50.89 32 15 53.62 28 10 61.58 32 12.5 64.34 36 15 67.86 32 10 80.42 36 12.5 81.43 36 10 101.79
  • 6. Betonske konstrukcije - EC2 6 Tablice za odabir armature (grede) Fi(mm) kg/m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 8 0,405 0,50 1,01 1,51 2,01 2,51 3,02 3,52 4,02 4,52 5,03 5,53 6,03 6,54 7,04 7,54 10 0,634 0,79 1,57 2,36 3,14 3,93 4,71 5,50 6,20 7,07 7,85 8,64 9,42 10,21 11,00 11,78 12 0,911 1,13 2,26 3,39 4,52 5,66 6,79 7,92 9,05 10,18 11,31 12,44 13,57 14,70 15,83 16,97 14 1,242 1,54 3,08 4,62 6,16 7,70 9,24 10,78 12,32 13,86 15,39 16,93 18,47 20,01 21,55 23,09 16 1,621 2,01 4,02 6,03 8,04 10,05 12,06 14,07 16,09 18,10 20,11 22,12 24,13 26,14 28,15 30,16 18 2,170 2,54 5,09 7,63 10,18 12,72 15,27 17,81 20,36 22,90 25,45 27,99 30,54 33,08 35,63 38,17 19 2,288 2,84 5,67 8,51 11,34 14,18 17,01 19,85 22,68 25,52 28,35 31,19 34,02 36,86 39,69 42,53 20 2,536 3,14 6,28 9,43 12,57 15,71 18,85 21,99 25,13 28,27 31,42 34,56 37,70 40,84 43,98 47,12 22 3,058 3,80 7,60 11,40 15,21 19,01 22,81 26,64 30,41 34,21 38,01 41,81 45,62 49,42 53,22 57,02 24 3,652 4,52 9,05 13,57 18,10 22,62 27,14 31,67 36,19 40,72 45,24 49,76 54,29 58,81 63,34 67,86 25 3,951 4,91 9,82 14,73 19,64 24,54 29,45 34,36 39,27 44,18 49,09 54,00 58,90 63,81 68,72 73,63 28 4,956 6,16 12,32 18,47 24,63 30,79 36,95 43,10 49,26 55,42 61,58 67,73 73,88 80,05 86,21 92,36 32 6,474 8,04 16,09 24,13 32,17 40,21 48,26 56,30 64,34 72,38 80,42 88,47 96,50 104,55 112,60 120,64 36 8,200 10,18 20,36 30,54 40,72 50,89 61,07 71,25 81,43 91,61 101,79 111,97 122,15 132,32 142,50 152,68 razmak armature/m 100,00 50,00 33,34 25,00 20,00 16,67 14,30 12,50 11,11 10,00 9,10 8,33 7,70 7,14 6,67
  • 7. Betonske konstrukcije - EC2 7 Tablice za odabir armature grede. kom φ (mm) As 2 8 1.01 3 8 1.51 2 10 1.57 4 8 2.01 2 12 2.26 3 10 2.36 5 8 2.51 2 14 3.08 4 10 3.14 3 12 3.39 5 10 3.93 2 16 4.02 4 12 4.52 3 14 4.62 5 12 5.65 2 19 5.67 3 16 6.03 4 14 6.16 2 20 6.28 2 22 7.60 5 14 7.70 4 16 8.04 3 19 8.51 3 20 9.42 2 25 9.82 5 16 10.05 4 19 11.34 3 22 11.40 2 28 12.32 4 20 12.57 5 19 14.18 3 25 14.73 4 22 15.21 5 20 15.71 2 32 16.08 3 28 18.47 5 22 19.01 4 25 19.63 2 36 20.36 3 32 24.13 5 25 24.54 4 28 24.63 3 36 30.54 5 28 30.79 4 32 32.17 5 32 40.21 4 36 40.72 5 36 50.89
  • 8. Betonske konstrukcije - EC2 8 R mreže Tip Profili (mm) Razmaci (mm) Dimenzije (m) kg/m2 kg/kom R 131 5,0x4,2 150x250 6,00x2,20 1,50 19,80 R 131 5,0x4,6 150x250 6,00x2,20 1,63 21,50 R 139 4,2x4,2 100x250 6,00x2,20 1,55 20,50 R 166 4,6x4,2 100x250 6,00x2,20 1,76 23,30 R 166 4,6x4,6 100x250 6,00x2,20 1,85 24,50 R 188 6,0x4,2 150x250 6,00x2,20 1,96 26,00 R 188 6,0x4,6 150x250 6,00x2,20 2,08 27,50 R 196 5,0x4,2 150x250 6,00x2,20 2,00 26,50 R 226 6,0x4,2 125x250 6,00x2,20 2,27 30,00 R 257 7,0x5,0 150x250 6,00x2,20 2,72 35,80 R 283 6,0x4,6 100x250 6,00x2,20 2,77 36,60 R 283 6,0x5,0 100x250 6,00x2,20 2,88 38,00 R 335 8,0x5,0 150x250 6,00x2,20 3,33 44,00 R 335 8,0x6,0 150x250 6,00x2,20 3,63 48,00 R 385 7,0x5,0 100x250 6,00x2,20 3,68 48,60 R 424 9,0x6,0 150x250 6,00x2,20 4,34 57,30 R 503 8,0x5,0 100x200 6,00x2,20 4,77 63,00 R 503 8,0x5,0 100x250 6,00x2,20 4,58 60,50 R 503 8,0x6,0 100x250 6,00x2,20 4,89 64,60 R 524 10,0x6,0 150x250 6,00x2,15 5,15 68,00 R 636 9,0x6,0 100x250 6,00x2,15 5,95 78,50 R 785 10,0x6,0 100x250 6,00x2,15 7,35 97,00 R 785 10,0x6,0 100x200 6,00x2,20 7,39 97,50 Q mreže Tip Profili (mm) Razmaci (mm) Dimenzije (m) kg/m2 kg/kom Q 069 4,2x4,2 200x200 6,00x2,20 1,10 14,50 Q 131 5,0x5,0 150x150 6,00x2,20 2,12 28,00 Q 139 4,2x4,2 100x100 6,00x2,20 2,20 29,05 Q 166 4,6x4,6 100x100 6,00x2,20 2,64 34,90 Q 188 6,0x6,0 150x150 6,00x2,20 3,06 40,40 Q 196 5,0x5,0 100x100 6,00x2,15 3,07 40,50 Q 226 6,0x6,0 125x125 6,00x2,20 3,63 48,00 Q 257 7,0x7,0 150x150 6,00x2,20 4,16 55,00 Q 283 6,0x6,0 100x100 6,00x2,20 4,48 59,15 Q 335 8,0x8,0 150x150 6,00x2,20 5,45 72,00 Q 385 7,0x7,0 100x100 6,00x2,20 6,10 80,60 Q 424 9,0x9,0 150x150 6,00x2,20 6,81 90,00 Q 503 8,0x8,0 100x100 6,00x2,20 8,03 106,00 Q 524 10,0x10,0 150x150 6,00x2,20 8,40 110,90 Q 636 9,0x9,0 100x100 6,00x2,20 10,08 133,05 Q 785 10,0x10,0 100x100 6,00x2,20 12,46 164,50
  • 9. Betonske konstrukcije - EC2 9 Tablice za proračun ploča nosivih u dva okomita smjera opterećenih ravnomjerno podijeljenim opterećenjem po cijeloj ploči y x l l λ = 2 x xmaks x q l M ϕ = 2 y ymaks y q l M ϕ = qx=κ◊q qy=(1-kx)q ______________ ±±±±±±±±±±±±± upeti ležaj ---------------------- slobodno položeni ležaj Slučaj 1 l j1x D j1y D k1x D 1 2 3 4 5 6 7 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 169.17 125.10 94.94 75.31 61.60 51.69 43.97 38.29 34.26 30.44 27.43 22.79 19.45 17.02 15.22 13.87 12.88 12.06 11.45 10.97 10.57 8.814 6.031 3.927 2.741 1.983 1.544 1.136 0.807 0.764 0.602 0.464 0.334 0.244 0.180 0.135 0.099 0.082 0.061 0.048 0.040 10.57 11.35 12.30 13.44 14.79 16.35 18.01 20.15 22.36 24.79 27.43 33.37 40.34 48.60 58.45 70.22 84.43 100.77 121.69 143.00 169.17 0.156 0.190 0.228 0.270 0.313 0.331 0.427 0.444 0.486 0.527 0.594 0.697 0.826 0.985 1.176 1.421 1.634 2.092 2.131 2.617 0.0588 0.0838 0.1147 0.1515 0.1936 0.2404 0.2906 0.3430 0.3962 0.4489 0.5000 0.5942 0.6747 0.7407 0.7935 0.8351 0.8666 0.8931 0.9130 0.9287 0.9412 0.0050 0.0062 0.0073 0.0084 0.0093 0.0100 0.0105 0.0106 0.0105 0.0102 0.0094 0.0080 0.0066 0.0053 0.0042 0.0033 0.0025 0.0020 0.0016 0.0012
  • 10. Betonske konstrukcije - EC2 10 Slučaj 2 l j2x D j2y D k2x D 8 9 10 11 12 13 14 ly UVIJEK PARALELNO S UKLIJEŠTENIM RUBOM 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 140.91 107.37 85.30 70.59 59.24 50.86 44.56 39.70 35.74 32.54 29.93 26.02 23.33 21.43 20.04 19.02 18.30 17.63 17.05 16.67 16.50 6.707 4.414 2.942 2.270 1.676 1.259 0.971 0.792 0.640 0.522 0.391 0.269 0.191 0.138 0.103 0.071 0.067 0.059 0.037 0.021 11.28 12.38 13.70 15.29 17.19 19.41 21.99 24.96 28.37 32.30 36.75 47.58 61.38 78.75 100.28 126.64 158.52 196.69 239.81 295.08 357.03 0.217 0.266 0.320 0.379 0.444 0.516 0.595 0.683 0.786 0.890 1.083 1.381 1.736 2.153 2.636 3.189 3.817 4.312 5.527 6.195 0.1351 0.1862 0.2447 0.3086 0.3751 0.4417 0.5059 0.5661 0.6212 0.6706 0.7143 0.7854 0.8383 0.8772 0.9057 0.9268 0.9425 0.9543 0.9633 0.9702 0.9756 0.0102 0.0117 0.0128 0.0133 0.0133 0.0129 0.0121 0.0110 0.0099 0.0087 0.0071 0.0053 0.0039 0.0029 0.0021 0.0016 0.0012 0.0009 0.0007 0.0005 Slučaj 3 l j3x D j3y D k3x D 15 16 17 18 19 20 21 ly UVIJEK PARALELNO S UKLIJEŠTENIM RUBOM 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 136.06 107.42 87.62 73.76 63.69 56.16 50.42 45.97 42.48 39.70 37.47 34.18 31.93 30.34 29.18 28.31 27.64 27.12 26.71 26.37 26.09 5.728 3.960 2.772 2.014 1.505 1.148 0.891 0.698 0.555 0.446 0.329 0.225 0.159 0.116 0.087 0.067 0.052 0.041 0.034 0.028 12.48 14.10 16.12 18.60 21.16 25.24 29.56 34.66 40.65 47.64 55.74 75.33 101.68 134.65 175.88 226.65 288.36 362.50 450.72 555.49 675.81 0.323 0.404 0.496 0.603 0.725 0.864 1.021 1.199 1.398 1.620 1.959 2.635 3.298 4.123 5.077 6.171 7.414 8.822 10.377 12.132 0.2381 0.3139 0.3932 0.4716 0.5456 0.6127 0.6709 0.7230 0.7664 0.8029 0.8333 0.8798 0.9120 0.9346 0.9505 0.9620 0.9704 0.9766 0.9813 0.9849 0.9877 0.0152 0.0159 0.0157 0.0148 0.0134 0.0116 0.0104 0.0087 0.0073 0.0061 0.0046 0.0032 0.0023 0.0016 0.0012 0.0008 0.0006 0.0005 0.0004 0.0003
  • 11. Betonske konstrukcije - EC2 11 Slučaj 4 l j4x D j4y D k4x D 22 23 24 25 26 27 28 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 271.75 194.98 145.73 112.92 90.16 73.99 62.18 53.34 46.58 41.52 37.15 31.09 27.01 24.17 22.12 20.62 19.49 18.62 17.95 17.41 16.98 6.707 4.414 2.942 2.270 1.676 1.259 1.768 1.352 1.052 0.833 0.606 0.408 0.285 0.204 0.150 0.113 0.087 0.068 0.053 0.043 16.98 17.84 18.89 20.16 21.65 23.41 25.47 27.84 30.56 33.65 37.15 45.52 56.01 69.02 84.99 104.38 127.72 155.54 188.41 226.93 271.75 0.171 0.209 0.254 0.298 0.353 0.411 0.465 0.543 0.619 0.700 0.837 1.063 1.287 1.596 1.940 2.334 2.782 3.287 3.852 4.882 0.0588 0.0838 0.1147 0.1515 0.1936 0.2404 0.2906 0.3430 0.3962 0.4489 0.5000 0.5942 0.6747 0.7407 0.7935 0.8351 0.8676 0.8931 0.9130 0.9287 0.9412 0.0050 0.0062 0.0073 0.0084 0.0093 0.0100 0.0105 0.0106 0.0105 0.0102 0.0094 0.0080 0.0066 0.0053 0.0042 0.0033 0.0025 0.0020 0.0016 0.0012 Slučaj 5 l j5x D j5y D k5x D 29 30 31 32 33 34 35 ly UVIJEK PARALELNO SA SLOBODNO POLOŽENIM RUBOM 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 246.42 186.97 138.61 110.30 90.65 76.58 66.24 58.46 52.51 47.86 44.18 38.84 35.27 32.79 31.01 29.71 28.73 27.97 27.38 26.92 26.54 11.891 9.671 5.661 3.931 2.814 2.068 1.556 1.191 0.980 0.736 0.535 0.357 0.248 0.178 0.130 0.093 0.075 0.059 0.047 0.038 17.88 19.12 20.68 22.60 24.92 27.69 30.98 34.84 39.35 44.56 50.57 65.30 84.25 108.24 138.11 174.79 219.29 272.66 336.02 410.58 497.61 0.251 0.313 0.384 0.464 0.555 0.658 0.772 0.900 1.043 1.201 1.474 1.895 2.398 2.987 3.669 4.450 5.337 6.337 7.456 8.702 0.1111 0.1547 0.2058 0.2631 0.3244 0.3876 0.4503 0.5108 0.5675 0.6196 0.6667 0.7454 0.8057 0.8510 0.8848 0.9101 0.9291 0.9435 0.9545 0.9631 0.9697 0.0087 0.0102 0.0114 0.0123 0.0126 0.0125 0.0121 0.0114 0.0104 0.0094 0.0079 0.0060 0.0045 0.0038 0.0025 0.0019 0.0014 0.0011 0.0009 0.0007
  • 12. Betonske konstrukcije - EC2 12 Slučaj 6 l j6x D j6y D k6x D 36 37 38 39 40 41 42 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 436.53 310.15 229.50 175.97 139.24 113.30 94.51 80.60 70.10 62.04 55.74 46.77 40.90 36.89 34.08 32.04 30.54 29.40 28.52 27.75 27.28 25.276 16.130 10.706 7.346 5.189 3.757 2.782 2.100 1.614 1.259 0.897 0.588 0.400 0.282 0.204 0.151 0.114 0.088 0.077 0.047 27.28 28.38 29.74 31.41 33.43 35.85 38.71 42.08 46.00 50.53 55.74 68.48 84.80 105.38 130.92 162.22 200.13 245.53 299.38 362.69 436.53 0.220 0.273 0.334 0.404 0.483 0.573 0.673 0.784 0.907 1.043 1.274 1.632 2.057 2.555 3.130 3.790 4.540 5.385 6.331 7.384 0.0588 0.0838 0.1147 0.1515 0.1936 0.2404 0.2906 0.3430 0.3962 0.4489 0.5000 0.5942 0.6747 0.7407 0.7935 0.8351 0.8676 0.8931 0.9130 0.9287 0.9412 0.0050 0.0062 0.0073 0.0084 0.0093 0.0100 0.0105 0.0106 0.0105 0.0102 0.0094 0.0080 0.0066 0.0053 0.0042 0.0033 0.0025 0.0020 0.0016 0.0012
  • 24. Betonske konstrukcije - EC2 24 PRIJENOS OPTEREĆENJA S PLOČE NOSIVE U DVA SMJERA NA GREDE I ZIDOVE Ležajni pritisak pravokutnih ploča na grede ili zidove kontinuirano je promjenljiv oblika parabole. Za potrebe prakse ovo opterećenje zamjenjuje se trapeznim (za dužu stranu ploče) ili trokutnim (za kraću stranu ploče). Grede se radi jednostavnosti proračuna nadalje mogu proračunavati sa zamjenjujućim jednolikim kontinuiranim opterećenjem (prema izrazima danim na slici). Ovim zamjenjujućim opterećenjem dobiju se isti momenti savijanja, ali oko 25% veće poprečne sile.
  • 25. Betonske konstrukcije - EC2 25 Prosta greda: RA,g=RB,g=VA,g=VB,g = 0.5◊g◊L RA,q=RB,q=VA,q=VB,q = 0.5◊q◊L M1,g= 0.125◊g◊L2 M1,q= 0.125◊g◊L2 MSd=1.35◊Mg+1.5◊Mq VSd=1.35◊Vg+1.5◊Vq Prosta greda s jednim prepustom: ( )2 2 , , 2 A g A g k g R V L L L = = ⋅ − ⋅ , , 0.5A q A qR V q L= = ⋅ ⋅ ( ) 2 , 2 B g k g R L L L = ⋅ + ⋅ ( ) 2 , 2 B q k q R L L L = ⋅ + ⋅ ( )2 2 , , 2 B l g k g V L L L = ⋅ + ⋅ ( )2 2 , , 2 B l q k q V L L L = ⋅ + ⋅ , ,B d g kV g L= ⋅ , ,B d q kV q L= ⋅ 2 , 1, 2 A g g R M g = ⋅ 2 1, 0.125qM q L= ⋅ ⋅ 2 2, 0.5g kM g L= − ⋅ ⋅ 2 2, 0.5q kM q L= − ⋅ ⋅
  • 26. Betonske konstrukcije - EC2 26 Prosta greda s dva prepusta: ( ) , 2 2 k A g g L L R ⋅ + ⋅ = ( ) , 2 2 k A q q L L R ⋅ + ⋅ = , ,A l g kV g L= ⋅ , ,A l q kV q L= ⋅ , , , , ,A d g A g A l gV R V= − , , , , ,A d q A q A l qV R V= − 2 2 1, 0.125 0.5g kM g L g L= ⋅ ⋅ − ⋅ ⋅ 2 1, 0.125qM q L= ⋅ ⋅ 2 2, 0.5g kM g L= − ⋅ ⋅ 2 2, 0.5q kM q L= − ⋅ ⋅ Kontinuirani nosač preko dva raspona: A,g A,gR V 0.375 g L= = ⋅ ⋅ A,q A,qR V 0.438 q L= = ⋅ ⋅ B,gR 1.25 g L= ⋅ ⋅ B,qR 1.25 q L= ⋅ ⋅ B,gV 0.625 g L= ⋅ ⋅ B,qV 0.625 q L= ⋅ ⋅ 2 1,gM 0.070 g L= ⋅ ⋅ 2 1,qM 0.096 q L= ⋅ ⋅ 2 2,gM 0.125 g L= − ⋅ ⋅ 2 2,qM 0.125 q L= − ⋅ ⋅