Civil Engineering Reference
In-Depth Information
Table 4.4
Strains and internal forces at cracks.
x
x
cr
m
Ed
ε
L0
ε
L
ε
c
F
LEd
F
sEd
F
cEd
cm
kNm/m
mm/m
mm/m
mm/m
kN/m
kN/m
kN/m
215.00
39.18
0.89
4.44
1.87
105.57
192.61
298.18
194.90
38.83
0.88
4.34
1.84
103.19
192.61
295.80
174.81
37.81
0.86
4.04
1.74
96.08
192.61
288.69
154.71
36.10
0.82
3.54
1.58
84.37
192.61
276.97
134.61
33.70
0.76
2.87
1.37
68.25
192.61
260.85
114.52
30.62
0.69
2.02
1.12
48.10
192.61
240.69
94.42
26.85
0.61
1.72
0.95
40.92
169.84
210.74
74.33
22.40
0.51
1.43
0.77
33.94
141.25
175.18
54.23
17.27
0.39
1.09
0.57
26.00
108.53
134.51
34.13
11.45
0.26
0.72
0.37
17.13
71.72
88.83
14.04
4.95
0.11
0.31
0.15
7.35
30.89
38.22
Table 4.5
Stress resultants for concrete elements between cracks.
Element
x
cr
;
i
x
cr
;
i
1
F
LEd,2
F
LEd,1
Δ
F
LEd
—
cm
cm
kN/m
kN/m
kN/m
1
215.00
194.90
105.57
103.19
2.38
2
194.90
174.81
103.19
96.08
7.11
3
174.81
154.71
96.08
84.37
11.72
4
154.71
134.61
84.37
68.25
16.12
5
134.61
114.52
68.25
48.10
20.15
6
114.52
94.42
48.10
40.92
7.18
7
94.42
74.33
40.92
33.94
6.98
8
74.33
54.23
33.94
26.00
7.94
9
54.23
34.13
26.00
17.13
8.87
10
34.13
14.04
17.13
7.35
9.77
11
14.04
0.00
7.35
0.00
7.35
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