Download - DNEC

t=0 t
x C0 Ct
m m m
0.00 0.000 0.000
1.00 -0.034 0.035
2.00 -0.064 0.065
3.00 -0.088 0.091
4.00 -0.109 0.111
5.00 -0.124 0.127
6.00 -0.134 0.138
7.00 -0.140 0.144
8.00 -0.141 0.144
9.00 -0.136 0.140
10.00 -0.127 0.130
11.00 -0.112 0.115
12.00 -0.092 0.095
13.00 -0.067 0.069
14.00 -0.036 0.037
15.00 0.000 0.000
16.00 0.042 -0.043
17.00 0.089 -0.091
18.00 0.142 -0.146
19.00 0.201 -0.206
20.00 0.266 -0.273
Slika 5.31 C - linije
Moment (kNm)
2000
1500
1000
500
0
-500
-1000
-1500
5- 34
V.Alendar - Prethodno napregnuti beton
t=0 t=t
x σb10 σb20 σb1t σb2t
m MPa MPa MPa MPa
0.00 9.0 9.0 7.2 7.2
1.00 10.0 7.8 6.2 8.1
2.00 11.0 6.8 5.4 8.8
3.00 11.7 6.0 4.7 9.4
4.00 12.3 5.3 4.2 9.9
5.00 12.7 4.8 3.7 10.3
6.00 13.0 4.4 3.5 10.5
7.00 13.1 4.2 3.3 10.6
8.00 13.1 4.2 3.3 10.6
9.00 12.9 4.3 3.4 10.4
10.00 12.5 4.6 3.6 10.1
11.00 12.0 5.0 3.9 9.7
12.00 11.3 5.6 4.4 9.1
13.00 10.5 6.4 5.0 8.4
14.00 9.5 7.3 5.8 7.6
15.00 8.4 8.4 6.7 6.7
16.00 7.0 9.6 7.7 5.6
17.00 5.6 11.0 8.8 4.4
18.00 3.9 12.5 10.1 3.1
19.00 2.1 14.2 11.5 1.6
20.00 0.2 16.1 13.0 0.0
Momenti
Ukupno - faza preth.naprezanja
Ukupno - faza eksploatacije
g
q
Slika 5.32 Ivi~ni naponi
0 2 4 6 8 10 12 14 16 18 20
x (m)
Slika 5.33 Momenti savijanja