Project:
Project number:
Author:
25_15_100 copy
--- Not Defined ---
Table of contents
1 Project data
2 Brief summary of results of design member
3 Construction stages
4 Design Members
4.1 Design Member 1
5 Tendons
5.1 Tendon: T3
5.2 Tendon: T4
6 List of used materials
7 Symbols explanations
1 Project data
Project name
Author
Date of creation
25_15_100 copy
--- Not Defined --13-Aug-23
National code
National code
National annex
Design working life
EN 1992-1-1:2004/AC:2010-11
EN
50 years
2 Brief summary of results of design member
Design Member Name
Description
Design Member 1
Type
Post-tensioned
Members
1
Tendons
Valid
✔
T3, T4
Value
[%]
0.0
Result Status
?
3 Construction stages
Name
Stage
0
Stage
1
Stage
2
Time
[d]
0.0
5.0
Load
Cases
LC1, LC5
18250.0
Combinations
Description
CO1, CO2, CO3, CO4, CO5, CO6, CO7, CO8, CO9, CO10, CO11, CO12, CO13, CO14,
CO15, CO16, CO17, CO18, CO19, CO20, CO21, CO22, CO23, CO24, CO25, CO26, RC2
CO1, CO2, CO3, CO4, CO5, CO6, CO7, CO8, CO9, CO10, CO11, CO12, CO13, CO14,
CO15, CO16, CO17, CO18, CO19, CO20, CO21, CO22, CO23, CO24, CO25, CO26
4 Design Members
4.1 Design Member 1
Description
Type
Post-tensioned
Members
1
Tendons
T3, T4
Valid
✔
[%]
0.0
Result Status
?
Geometry of design member
4.1.1 Construction stages
Name
Casting
Stage
1
Stage
2
Time
[d]
0.0
5.0
18250.0
Check
No
Yes
Yes
Load
Cases
LC1,
LC5
Combinations
Description
CO1, CO2, CO3, CO4, CO5, CO6, CO7, CO8, CO9, CO10, CO11, CO12, CO13,
CO14, CO15, CO16, CO17, CO18, CO19, CO20, CO21, CO22, CO23, CO24,
CO25, CO26, CO1, CO2, CO3, CO4, CO5, CO6, CO7, CO8, CO9, CO10, CO11,
CO12, CO13, CO14, CO15, CO16, CO17, CO18, CO19, CO20, CO21, CO22,
CO23, CO24, CO25, CO26, RC2
CO1, CO2, CO3, CO4, CO5, CO6, CO7, CO8, CO9, CO10, CO11, CO12, CO13,
CO14, CO15, CO16, CO17, CO18, CO19, CO20, CO21, CO22, CO23, CO24,
CO25, CO26, CO1, CO2, CO3, CO4, CO5, CO6, CO7, CO8, CO9, CO10, CO11,
14-Aug-23 0:16:03 AM
1/19
Project:
Project number:
Author:
Time
[d]
Name
25_15_100 copy
--- Not Defined ---
Load
Cases
Check
Combinations
Description
CO12, CO13, CO14, CO15, CO16, CO17, CO18, CO19, CO20, CO21, CO22,
CO23, CO24, CO25, CO26
4.1.2 Prestressing
Ap
Material
Name
Strands
T3
Y1770S7-12.9
7
Y1770S7-12.9
7
σini,max
[MPa]
1350.0
1350.0
T4
Name
T3
T4
700
1350.0
700
1350.0
σp,max
[MPa]
1350.0
1350.0
σmin
[MPa]
78.53
Ls
[m]
σmax
[MPa]
78.53
78.53
78.53
Length
[m]
[mm2]
σa
[MPa]
σmin
[MPa]
Check
5.10.2.1(1)P
Larc
[m]
eba
[mm]
0.00
309.1
0.00
309.1
σmax
[MPa]
Rmin
[m]
eaa
[mm]
0.00
304.1
0.00
304.1
σpm0
[MPa]
1275.0
1275.0
✔
✔
θ
[°]
Lset
[m]
357.2
7.25
357.2
7.25
Check
5.10.3(2)P
?
?
5 Tendons
5.1 Tendon: T3
Material
Y1770S7-12.9
Number of strands
Load case
7
LC5
Area
[mm2]
700
Ø
[mm]
12.9
Friction coefficient
Unintended angular change per unit length
Stressing from
Stressing procedure
Anchorage set (end)
Anchorage stress (end)
Max. initial stress
[MPa]
1350.0
Limit stress
[MPa]
1350.0
Stress check
✔
0.20 0.00 m-1
end
No correction
5 mm
1350.0 MPa
5.1.1 Geometry
Tendon geometry
Plane XY
Begin
[m]
Index
1
0.00
x
[m]
Index
1
2
Begin
[m]
0.00
End
[m]
78.53
Length
[m]
y
[mm]
0.00
78.53
End
[m]
78.53
Type
78.53
Ls
[m]
Type
0
0
Type
Closing point (C)
Closing point (C)
Length
[m]
straight
Valid
✔
Stand-alone, straight
Ls,rel
[-]
r
[m]
0.00
0.00
Radius
[m]
Angular change
[°]
78.53
Plane XZ
Index
Begin
[m]
1
0.00
Index
1
2
Begin
[m]
x
[m]
0.00
78.53
End
[m]
End
[m]
78.53
y
[mm]
Length
[m]
Type
78.53
Ls
[m]
Type
-70
-70
Type
Closing point (C)
Closing point (C)
Length
[m]
Valid
✔
Stand-alone, straight
Ls,rel
[-]
r
[m]
0.00
0.00
Radius
[m]
14-Aug-23 0:16:03 AM
Angular change
[°]
2/19
Project:
Project number:
Author:
Begin
[m]
0.00
End
[m]
78.53
25_15_100 copy
--- Not Defined ---
Length
[m]
Type
straight
Radius
[m]
Angular change
[°]
78.53
Tendon coordinates calculated in defined distance X
XB
[m]
XT
[m]
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
63.00
64.00
65.00
66.00
67.00
68.00
69.00
Y
[mm]
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
63.00
64.00
65.00
66.00
67.00
68.00
69.00
Y[mm]
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Y+
[mm]
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
Z
[mm]
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
14-Aug-23 0:16:03 AM
Z[mm]
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
Z+
[mm]
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
3/19
Project:
Project number:
Author:
XB
[m]
25_15_100 copy
--- Not Defined ---
XT
[m]
70.00
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
78.53
Y
[mm]
70.00
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
78.53
Y[mm]
0
0
0
0
0
0
0
0
0
0
Y+
[mm]
-13
-13
-13
-13
-13
-13
-13
-13
-13
-13
Z
[mm]
13
13
13
13
13
13
13
13
13
13
Z[mm]
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
Z+
[mm]
57
57
57
57
57
57
57
57
57
57
83
83
83
83
83
83
83
83
83
83
Tendon coordinates calculated in defined distance X
5.1.2 Equivalent load caused by prestressing
Tendon name
Index
T3
1
Tendon name
T3
Index
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
x
[m]
0.00
xbegin
[m]
0.00
0.80
1.10
1.51
1.90
2.20
2.70
3.00
3.32
3.80
4.10
4.53
4.90
5.20
5.70
6.00
6.34
6.80
7.10
7.55
7.90
8.20
8.70
9.00
9.36
9.80
10.11
10.57
10.90
11.21
11.70
12.01
12.38
12.80
13.11
13.59
13.91
14.21
Fx
[kN]
-491.0
xend
[m]
0.80
1.10
1.51
1.90
2.20
2.70
3.00
3.32
3.80
4.10
4.53
4.90
5.20
5.70
6.00
6.34
6.80
7.10
7.55
7.90
8.20
8.70
9.00
9.36
9.80
10.11
10.57
10.90
11.21
11.70
12.01
12.38
12.80
13.11
13.59
13.91
14.21
14.70
Fy
[kN]
36.7
px
[kN]
2.9
0.1
5.7
6.0
0.1
4.8
0.1
7.4
5.1
0.1
5.7
6.6
0.1
5.0
0.1
7.4
5.5
0.1
5.7
7.4
0.1
5.3
0.1
7.3
6.1
0.1
5.8
8.2
0.1
5.5
0.1
7.3
6.7
0.1
5.8
9.1
0.1
5.8
py
[kN]
16.3
0.0
32.2
34.1
0.0
27.0
0.0
42.2
28.7
0.0
32.3
37.7
0.0
28.4
0.0
41.9
31.4
0.0
32.5
41.7
0.0
29.8
0.0
41.6
34.4
0.0
32.7
46.3
0.0
31.3
0.0
41.5
37.7
0.0
33.0
51.6
0.0
32.9
Fz
[kN]
0.0
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14-Aug-23 0:16:03 AM
Mx
[kNm]
2.6
mx
[kNm]
1.1
0.0
2.3
2.4
0.0
1.9
0.0
3.0
2.0
0.0
2.3
2.6
0.0
2.0
0.0
2.9
2.2
0.0
2.3
2.9
0.0
2.1
0.0
2.9
2.4
0.0
2.3
3.2
0.0
2.2
0.0
2.9
2.6
0.0
2.3
3.6
0.0
2.3
My
[kNm]
34.4
my
[kNm]
-0.2
0.0
-0.4
-0.4
0.0
-0.3
0.0
-0.5
-0.4
0.0
-0.4
-0.5
0.0
-0.4
0.0
-0.5
-0.4
0.0
-0.4
-0.5
0.0
-0.4
0.0
-0.5
-0.4
0.0
-0.4
-0.6
0.0
-0.4
0.0
-0.5
-0.5
0.0
-0.4
-0.6
0.0
-0.4
Mz
[kNm]
0.0
mz
[kNm]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4/19
Project:
Project number:
Author:
Tendon name
Index
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
25_15_100 copy
--- Not Defined ---
xbegin
[m]
14.70
15.01
15.40
15.81
16.11
16.60
16.91
17.22
17.71
18.01
18.42
18.81
19.11
19.61
19.91
20.24
20.71
21.01
21.45
21.81
22.11
22.61
22.91
23.26
23.71
24.01
24.47
24.81
25.11
25.61
25.91
26.28
26.71
27.01
27.49
27.81
28.11
28.61
28.91
29.30
29.71
30.01
30.51
30.81
31.11
31.61
31.91
32.32
32.71
33.01
33.51
33.81
34.13
34.61
34.92
35.34
35.71
36.02
36.51
36.82
37.15
37.61
37.92
38.36
38.72
39.02
39.51
39.82
40.17
40.62
40.92
41.38
41.72
42.02
42.52
xend
[m]
15.01
15.40
15.81
16.11
16.60
16.91
17.22
17.71
18.01
18.42
18.81
19.11
19.61
19.91
20.24
20.71
21.01
21.45
21.81
22.11
22.61
22.91
23.26
23.71
24.01
24.47
24.81
25.11
25.61
25.91
26.28
26.71
27.01
27.49
27.81
28.11
28.61
28.91
29.30
29.71
30.01
30.51
30.81
31.11
31.61
31.91
32.32
32.71
33.01
33.51
33.81
34.13
34.61
34.92
35.34
35.71
36.02
36.51
36.82
37.15
37.61
37.92
38.36
38.72
39.02
39.51
39.82
40.17
40.62
40.92
41.38
41.72
42.02
42.52
42.82
px
[kN]
0.1
7.3
7.3
0.1
6.0
0.1
9.7
6.2
0.1
7.3
8.1
0.1
6.3
0.1
9.6
6.8
0.1
7.4
8.9
0.1
6.6
0.1
9.5
7.4
0.1
7.4
9.9
0.1
6.9
0.1
9.5
8.1
0.1
7.5
11.0
0.1
7.3
0.1
9.4
8.9
0.1
7.6
12.3
0.1
7.7
0.1
9.5
9.8
0.1
7.9
0.1
12.4
8.3
0.1
9.5
10.8
0.1
8.3
0.1
12.3
9.1
0.1
9.5
12.0
0.1
8.7
0.1
12.2
9.9
0.1
9.6
13.3
0.1
9.1
0.1
py
[kN]
0.0
41.5
41.5
0.0
33.8
0.0
54.9
35.1
0.0
41.6
45.8
0.0
35.5
0.0
54.3
38.3
0.0
41.7
50.6
0.0
37.3
0.0
53.8
41.9
0.0
42.0
56.1
0.0
39.2
0.0
53.6
46.0
0.0
42.3
62.3
0.0
41.2
0.0
53.5
50.5
0.0
42.7
69.6
0.0
43.2
0.0
53.5
55.6
0.0
44.5
0.0
70.4
46.8
0.0
53.7
61.4
0.0
46.8
0.0
69.7
51.2
0.0
54.0
68.0
0.0
49.1
0.0
69.3
56.1
0.0
54.3
75.4
0.0
51.6
0.0
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14-Aug-23 0:16:03 AM
mx
[kNm]
0.0
2.9
2.9
0.0
2.4
0.0
3.8
2.5
0.0
2.9
3.2
0.0
2.5
0.0
3.8
2.7
0.0
2.9
3.5
0.0
2.6
0.0
3.8
2.9
0.0
2.9
3.9
0.0
2.7
0.0
3.8
3.2
0.0
3.0
4.4
0.0
2.9
0.0
3.7
3.5
0.0
3.0
4.9
0.0
3.0
0.0
3.7
3.9
0.0
3.1
0.0
4.9
3.3
0.0
3.8
4.3
0.0
3.3
0.0
4.9
3.6
0.0
3.8
4.8
0.0
3.4
0.0
4.9
3.9
0.0
3.8
5.3
0.0
3.6
0.0
my
[kNm]
0.0
-0.5
-0.5
0.0
-0.4
0.0
-0.7
-0.4
0.0
-0.5
-0.6
0.0
-0.4
0.0
-0.7
-0.5
0.0
-0.5
-0.6
0.0
-0.5
0.0
-0.7
-0.5
0.0
-0.5
-0.7
0.0
-0.5
0.0
-0.7
-0.6
0.0
-0.5
-0.8
0.0
-0.5
0.0
-0.7
-0.6
0.0
-0.5
-0.9
0.0
-0.5
0.0
-0.7
-0.7
0.0
-0.6
0.0
-0.9
-0.6
0.0
-0.7
-0.8
0.0
-0.6
0.0
-0.9
-0.6
0.0
-0.7
-0.8
0.0
-0.6
0.0
-0.9
-0.7
0.0
-0.7
-0.9
0.0
-0.6
0.0
mz
[kNm]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5/19
Project:
Project number:
Author:
Tendon name
Index
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
25_15_100 copy
--- Not Defined ---
xbegin
[m]
42.82
43.19
43.62
43.92
44.40
44.72
45.02
45.52
45.82
46.21
46.62
46.92
47.42
47.72
48.03
48.52
48.82
49.23
49.62
49.92
50.42
50.72
51.05
51.52
51.82
52.25
52.62
52.92
53.42
53.72
54.07
54.52
54.82
55.27
55.62
55.92
56.42
56.72
57.09
57.52
57.82
58.30
58.62
58.93
59.42
59.72
60.11
60.52
60.83
61.32
61.63
61.93
62.42
62.73
63.13
63.53
63.83
64.32
64.63
64.94
65.43
65.73
66.15
66.53
66.83
67.33
67.63
67.96
68.43
68.73
69.17
69.53
69.83
70.33
70.63
xend
[m]
43.19
43.62
43.92
44.40
44.72
45.02
45.52
45.82
46.21
46.62
46.92
47.42
47.72
48.03
48.52
48.82
49.23
49.62
49.92
50.42
50.72
51.05
51.52
51.82
52.25
52.62
52.92
53.42
53.72
54.07
54.52
54.82
55.27
55.62
55.92
56.42
56.72
57.09
57.52
57.82
58.30
58.62
58.93
59.42
59.72
60.11
60.52
60.83
61.32
61.63
61.93
62.42
62.73
63.13
63.53
63.83
64.32
64.63
64.94
65.43
65.73
66.15
66.53
66.83
67.33
67.63
67.96
68.43
68.73
69.17
69.53
69.83
70.33
70.63
70.98
px
[kN]
12.2
10.9
0.1
9.7
14.8
0.1
9.6
0.1
12.2
12.0
0.1
9.9
0.1
16.1
10.1
0.1
12.2
13.2
0.1
10.4
0.1
15.9
11.1
0.1
12.3
14.5
0.1
10.9
0.1
15.8
12.1
0.1
12.3
16.1
0.1
11.4
0.1
15.7
13.3
0.1
12.4
17.9
0.1
12.0
0.1
15.7
14.6
0.1
12.6
19.9
0.1
12.6
0.1
15.7
16.0
0.1
13.0
0.2
20.7
13.5
0.2
15.8
17.7
0.2
13.6
0.2
20.5
14.8
0.2
15.8
19.5
0.2
14.3
0.2
20.4
py
[kN]
69.1
61.6
0.0
54.8
84.0
0.0
54.1
0.0
69.0
67.7
0.0
55.8
0.0
91.5
57.3
0.0
69.1
74.6
0.0
58.6
0.0
90.4
62.6
0.0
69.4
82.5
0.0
61.5
0.0
89.7
68.5
0.0
69.8
91.3
0.0
64.6
0.0
89.2
75.1
0.0
70.3
101.5
0.0
67.8
0.0
89.0
82.5
0.0
70.9
113.2
0.0
71.2
0.0
89.0
90.8
0.0
73.3
0.0
117.4
76.6
0.0
89.3
100.1
0.0
77.0
0.0
116.2
83.7
0.0
89.7
110.8
0.0
80.9
0.0
115.4
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14-Aug-23 0:16:03 AM
mx
[kNm]
4.8
4.3
0.0
3.8
5.9
0.0
3.8
0.0
4.8
4.7
0.0
3.9
0.0
6.4
4.0
0.0
4.8
5.2
0.0
4.1
0.0
6.3
4.4
0.0
4.9
5.8
0.0
4.3
0.0
6.3
4.8
0.0
4.9
6.4
0.0
4.5
0.0
6.2
5.3
0.0
4.9
7.1
0.0
4.7
0.0
6.2
5.8
0.0
5.0
7.9
0.0
5.0
0.0
6.2
6.4
0.0
5.1
0.0
8.2
5.4
0.0
6.2
7.0
0.0
5.4
0.0
8.1
5.9
0.0
6.3
7.8
0.0
5.7
0.0
8.1
my
[kNm]
-0.9
-0.8
0.0
-0.7
-1.0
0.0
-0.7
0.0
-0.9
-0.8
0.0
-0.7
0.0
-1.1
-0.7
0.0
-0.9
-0.9
0.0
-0.7
0.0
-1.1
-0.8
0.0
-0.9
-1.0
0.0
-0.8
0.0
-1.1
-0.8
0.0
-0.9
-1.1
0.0
-0.8
0.0
-1.1
-0.9
0.0
-0.9
-1.3
0.0
-0.8
0.0
-1.1
-1.0
0.0
-0.9
-1.4
0.0
-0.9
0.0
-1.1
-1.1
0.0
-0.9
0.0
-1.4
-0.9
0.0
-1.1
-1.2
0.0
-1.0
0.0
-1.4
-1.0
0.0
-1.1
-1.4
0.0
-1.0
0.0
-1.4
mz
[kNm]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
6/19
Project:
Project number:
Author:
Tendon name
Index
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
25_15_100 copy
--- Not Defined ---
xbegin
[m]
70.98
71.43
71.73
72.19
72.53
72.83
73.33
73.63
74.00
74.43
74.73
75.21
75.53
75.83
76.33
76.63
77.02
77.43
77.73
xend
[m]
71.43
71.73
72.19
72.53
72.83
73.33
73.63
74.00
74.43
74.73
75.21
75.53
75.83
76.33
76.63
77.02
77.43
77.73
78.53
px
[kN]
9.7
-0.2
-20.0
-26.7
-0.2
-18.1
-0.2
-24.0
-20.6
-0.2
-18.3
-26.9
-0.2
-17.3
-0.2
-21.8
-20.5
-0.2
-10.5
py
[kN]
91.3
0.0
88.2
117.7
0.0
79.8
0.0
105.9
90.8
0.0
80.6
118.8
0.0
76.0
0.0
95.9
90.5
0.0
45.9
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
mx
[kNm]
6.4
0.0
6.2
8.2
0.0
5.6
0.0
7.4
6.4
0.0
5.6
8.3
0.0
5.3
0.0
6.7
6.3
0.0
3.2
my
[kNm]
-0.7
0.0
1.4
1.9
0.0
1.3
0.0
1.7
1.4
0.0
1.3
1.9
0.0
1.2
0.0
1.5
1.4
0.0
0.7
mz
[kNm]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Equivalent load
5.1.3 Short-term Losses
Maximum stress allowed in tendon during tensioning acc. 5.10.2.1(1)P
Limit value of tendon stress σp,max
[MPa]
Maximum initial stress in tendon
[MPa]
1350.0
Stress check
✔
1350.0
Maximum stress allowed in tendon immediately after anchoring acc. 5.10.3(2)
Minimum stress after anchoring
[MPa]
Limit value of tendon stressσpm0
[MPa]
1275.0
Maximum stress after anchoring
[MPa]
Stress check
?
Input values and intermediate results
700 mm2
78.53 m
78.53 m
0.00 m
357.2 °
0.00 m
1350.0 MPa
309.1 mm
304.1 mm
7249.1 mm
Area of tendon
Length of tendon
Sum of lengths of straight parts of tendon
Sum of lengths of curved parts of tendon
Cumulative angular change
Smallest curve radius found in specified geometry of current tendon
Anchorage stress
Theoretical tendon elongation before anchoring
Theoretical tendon elongation after anchoring
Length affected by anchorage set - end
Short-term losses
dx
[m]
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
Δσpμ
[MPa]
-968.1
-964.3
-956.7
-952.8
-945.0
-937.0
-932.9
-924.6
-916.3
Δσpw
[MPa]
σpr,cor
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Δσpep
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
?
?
?
?
?
?
?
?
?
σpa
[MPa]
381.9
385.7
393.3
397.2
405.0
413.0
417.1
425.4
433.7
14-Aug-23 0:16:03 AM
Δσpr,occur
[MPa]
Δσpr,cap
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-1.7
-1.8
-1.8
-1.9
-2.0
-2.0
-2.1
-2.2
-2.2
7/19
Project:
Project number:
Author:
dx
[m]
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
63.00
64.00
65.00
66.00
67.00
68.00
69.00
70.00
71.00
71.28
71.28
72.00
73.00
74.00
75.00
76.00
77.00
78.00
78.53
Δσpμ
[MPa]
-912.0
-903.3
-894.5
-890.0
-880.9
-871.7
-866.9
-857.4
-847.7
-842.7
-832.7
-822.5
-817.3
-806.7
-796.0
-790.5
-779.5
-768.3
-762.5
-750.9
-739.1
-733.0
-720.8
-714.6
-702.1
-689.3
-682.7
-669.6
-656.2
-649.3
-635.5
-621.4
-614.1
-599.6
-584.8
-577.2
-562.0
-546.5
-538.5
-522.5
-506.2
-497.8
-481.0
-463.8
-455.1
-437.4
-419.4
-410.2
-391.6
-372.7
-363.0
-343.6
-333.6
-313.5
-293.1
-282.6
-261.6
-240.1
-229.1
-207.0
-184.4
-172.9
-149.7
-149.6
-137.9
-126.0
-113.9
-89.5
-64.6
-51.9
-26.3
-0.1
0.0
25_15_100 copy
--- Not Defined ---
Δσpw
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-4.1
-27.8
-51.7
-99.0
-146.3
-170.3
-217.7
-265.2
-265.4
σpr,cor
[MPa]
Δσpep
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
σpa
[MPa]
438.0
446.7
455.5
460.0
469.1
478.3
483.1
492.6
502.3
507.3
517.3
527.5
532.7
543.3
554.0
559.5
570.5
581.7
587.5
599.1
610.9
617.0
629.2
635.4
647.9
660.7
667.3
680.4
693.8
700.7
714.5
728.6
735.9
750.4
765.2
772.8
788.0
803.5
811.5
827.5
843.8
852.2
869.0
886.2
894.9
912.6
930.6
939.8
958.4
977.3
987.0
1006.4
1016.4
1036.5
1056.9
1067.4
1088.4
1109.9
1120.9
1143.0
1165.6
1177.1
1200.3
1200.4
1208.0
1196.2
1184.4
1161.5
1139.1
1127.9
1106.1
1084.7
1084.6
Δσpr,occur
[MPa]
Δσpr,cap
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-2.3
-2.4
-2.5
-2.5
-2.7
-2.8
-2.8
-3.0
-3.1
-3.2
-3.3
-3.5
-3.5
-3.7
-3.9
-4.0
-4.2
-4.4
-4.5
-4.7
-4.9
-5.1
-5.3
-5.5
-5.7
-6.0
-6.2
-6.5
-6.9
-7.1
-7.5
-7.9
-8.1
-8.6
-9.1
-9.4
-9.9
-10.5
-10.8
-11.5
-12.2
-12.6
-13.4
-14.3
-14.7
-15.7
-16.8
-17.3
-18.5
-19.8
-20.5
-21.9
-22.7
-24.3
-26.1
-27.1
-29.1
-31.3
-32.5
-35.1
-37.8
-39.3
-42.5
-42.5
-43.6
-41.9
-40.3
-37.3
-34.6
-33.3
-30.9
-28.7
-28.7
Losses
14-Aug-23 0:16:03 AM
8/19
Project:
Project number:
Author:
25_15_100 copy
--- Not Defined ---
5.2 Tendon: T4
Material
Y1770S7-12.9
Number of strands
7
Load case
LC5
Area
[mm2]
700
Ø
[mm]
12.9
Friction coefficient
Unintended angular change per unit length
Stressing from
Stressing procedure
Anchorage set (end)
Anchorage stress (end)
Max. initial stress
[MPa]
1350.0
Limit stress
[MPa]
1350.0
Stress check
✔
0.20 0.00 m-1
end
No correction
5 mm
1350.0 MPa
5.2.1 Geometry
Tendon geometry
Plane XY
Index
1
Begin
[m]
0.00
End
[m]
78.53
Length
[m]
Type
78.53
Stand-alone, straight
14-Aug-23 0:16:03 AM
Valid
✔
9/19
Project:
Project number:
Author:
25_15_100 copy
--- Not Defined ---
x
[m]
Index
1
2
Begin
[m]
0.00
y
[mm]
0.00
78.53
End
[m]
78.53
Ls
[m]
Type
70
70
Type
Closing point (C)
Closing point (C)
Length
[m]
straight
Ls,rel
[-]
r
[m]
0.00
0.00
Radius
[m]
Angular change
[°]
78.53
Plane XZ
Begin
[m]
Index
1
End
[m]
78.53
0.00
x
[m]
Index
1
2
Begin
[m]
0.00
Length
[m]
y
[mm]
0.00
78.53
End
[m]
78.53
Type
78.53
Ls
[m]
Type
-70
-70
Type
Closing point (C)
Closing point (C)
Length
[m]
straight
Valid
✔
Stand-alone, straight
Ls,rel
[-]
r
[m]
0.00
0.00
Radius
[m]
Angular change
[°]
78.53
Tendon coordinates calculated in defined distance X
XB
[m]
XT
[m]
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
Y
[mm]
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
Y[mm]
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
Y+
[mm]
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
Z
[mm]
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
14-Aug-23 0:16:03 AM
Z[mm]
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
Z+
[mm]
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
10/19
Project:
Project number:
Author:
XB
[m]
25_15_100 copy
--- Not Defined ---
XT
[m]
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
63.00
64.00
65.00
66.00
67.00
68.00
69.00
70.00
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
78.53
Y
[mm]
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
63.00
64.00
65.00
66.00
67.00
68.00
69.00
70.00
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
78.53
Y[mm]
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
Y+
[mm]
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
-83
Z
[mm]
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
-57
Z[mm]
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
-70
Z+
[mm]
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
Tendon coordinates calculated in defined distance X
5.2.2 Equivalent load caused by prestressing
Tendon name
Index
T4
1
Tendon name
T4
Index
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
x
[m]
0.00
xbegin
[m]
0.00
0.80
1.10
1.51
1.90
2.20
2.70
3.00
3.32
3.80
4.10
4.53
4.90
5.20
5.70
6.00
6.34
6.80
7.10
7.55
7.90
Fx
[kN]
-491.0
xend
[m]
0.80
1.10
1.51
1.90
2.20
2.70
3.00
3.32
3.80
4.10
4.53
4.90
5.20
5.70
6.00
6.34
6.80
7.10
7.55
7.90
8.20
Fy
[kN]
36.7
px
[kN]
2.9
0.1
5.7
6.0
0.1
4.8
0.1
7.4
5.1
0.1
5.7
6.6
0.1
5.0
0.1
7.4
5.5
0.1
5.7
7.4
0.1
py
[kN]
16.3
0.0
32.2
34.1
0.0
27.0
0.0
42.2
28.7
0.0
32.3
37.7
0.0
28.4
0.0
41.9
31.4
0.0
32.5
41.7
0.0
Fz
[kN]
0.0
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14-Aug-23 0:16:03 AM
Mx
[kNm]
2.6
mx
[kNm]
1.1
0.0
2.3
2.4
0.0
1.9
0.0
3.0
2.0
0.0
2.3
2.6
0.0
2.0
0.0
2.9
2.2
0.0
2.3
2.9
0.0
My
[kNm]
34.4
my
[kNm]
-0.2
0.0
-0.4
-0.4
0.0
-0.3
0.0
-0.5
-0.4
0.0
-0.4
-0.5
0.0
-0.4
0.0
-0.5
-0.4
0.0
-0.4
-0.5
0.0
Mz
[kNm]
34.4
mz
[kNm]
-0.2
0.0
-0.5
-0.5
0.0
-0.4
0.0
-0.6
-0.4
0.0
-0.5
-0.5
0.0
-0.4
0.0
-0.6
-0.4
0.0
-0.5
-0.6
0.0
11/19
Project:
Project number:
Author:
Tendon name
Index
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
25_15_100 copy
--- Not Defined ---
xbegin
[m]
8.20
8.70
9.00
9.36
9.80
10.11
10.57
10.90
11.21
11.70
12.01
12.38
12.80
13.11
13.59
13.91
14.21
14.70
15.01
15.40
15.81
16.11
16.60
16.91
17.22
17.71
18.01
18.42
18.81
19.11
19.61
19.91
20.24
20.71
21.01
21.45
21.81
22.11
22.61
22.91
23.26
23.71
24.01
24.47
24.81
25.11
25.61
25.91
26.28
26.71
27.01
27.49
27.81
28.11
28.61
28.91
29.30
29.71
30.01
30.51
30.81
31.11
31.61
31.91
32.32
32.71
33.01
33.51
33.81
34.13
34.61
34.92
35.34
35.71
36.02
xend
[m]
8.70
9.00
9.36
9.80
10.11
10.57
10.90
11.21
11.70
12.01
12.38
12.80
13.11
13.59
13.91
14.21
14.70
15.01
15.40
15.81
16.11
16.60
16.91
17.22
17.71
18.01
18.42
18.81
19.11
19.61
19.91
20.24
20.71
21.01
21.45
21.81
22.11
22.61
22.91
23.26
23.71
24.01
24.47
24.81
25.11
25.61
25.91
26.28
26.71
27.01
27.49
27.81
28.11
28.61
28.91
29.30
29.71
30.01
30.51
30.81
31.11
31.61
31.91
32.32
32.71
33.01
33.51
33.81
34.13
34.61
34.92
35.34
35.71
36.02
36.51
px
[kN]
5.3
0.1
7.3
6.1
0.1
5.8
8.2
0.1
5.5
0.1
7.3
6.7
0.1
5.8
9.1
0.1
5.8
0.1
7.3
7.3
0.1
6.0
0.1
9.7
6.2
0.1
7.3
8.1
0.1
6.3
0.1
9.6
6.8
0.1
7.4
8.9
0.1
6.6
0.1
9.5
7.4
0.1
7.4
9.9
0.1
6.9
0.1
9.5
8.1
0.1
7.5
11.0
0.1
7.3
0.1
9.4
8.9
0.1
7.6
12.3
0.1
7.7
0.1
9.5
9.8
0.1
7.9
0.1
12.4
8.3
0.1
9.5
10.8
0.1
8.3
py
[kN]
29.8
0.0
41.6
34.4
0.0
32.7
46.3
0.0
31.3
0.0
41.5
37.7
0.0
33.0
51.6
0.0
32.9
0.0
41.5
41.5
0.0
33.8
0.0
54.9
35.1
0.0
41.6
45.8
0.0
35.5
0.0
54.3
38.3
0.0
41.7
50.6
0.0
37.3
0.0
53.8
41.9
0.0
42.0
56.1
0.0
39.2
0.0
53.6
46.0
0.0
42.3
62.3
0.0
41.2
0.0
53.5
50.5
0.0
42.7
69.6
0.0
43.2
0.0
53.5
55.6
0.0
44.5
0.0
70.4
46.8
0.0
53.7
61.4
0.0
46.8
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14-Aug-23 0:16:03 AM
mx
[kNm]
2.1
0.0
2.9
2.4
0.0
2.3
3.2
0.0
2.2
0.0
2.9
2.6
0.0
2.3
3.6
0.0
2.3
0.0
2.9
2.9
0.0
2.4
0.0
3.8
2.5
0.0
2.9
3.2
0.0
2.5
0.0
3.8
2.7
0.0
2.9
3.5
0.0
2.6
0.0
3.8
2.9
0.0
2.9
3.9
0.0
2.7
0.0
3.8
3.2
0.0
3.0
4.4
0.0
2.9
0.0
3.7
3.5
0.0
3.0
4.9
0.0
3.0
0.0
3.7
3.9
0.0
3.1
0.0
4.9
3.3
0.0
3.8
4.3
0.0
3.3
my
[kNm]
-0.4
0.0
-0.5
-0.4
0.0
-0.4
-0.6
0.0
-0.4
0.0
-0.5
-0.5
0.0
-0.4
-0.6
0.0
-0.4
0.0
-0.5
-0.5
0.0
-0.4
0.0
-0.7
-0.4
0.0
-0.5
-0.6
0.0
-0.4
0.0
-0.7
-0.5
0.0
-0.5
-0.6
0.0
-0.5
0.0
-0.7
-0.5
0.0
-0.5
-0.7
0.0
-0.5
0.0
-0.7
-0.6
0.0
-0.5
-0.8
0.0
-0.5
0.0
-0.7
-0.6
0.0
-0.5
-0.9
0.0
-0.5
0.0
-0.7
-0.7
0.0
-0.6
0.0
-0.9
-0.6
0.0
-0.7
-0.8
0.0
-0.6
mz
[kNm]
-0.4
0.0
-0.6
-0.5
0.0
-0.5
-0.6
0.0
-0.4
0.0
-0.6
-0.5
0.0
-0.5
-0.7
0.0
-0.5
0.0
-0.6
-0.6
0.0
-0.5
0.0
-0.8
-0.5
0.0
-0.6
-0.6
0.0
-0.5
0.0
-0.8
-0.5
0.0
-0.6
-0.7
0.0
-0.5
0.0
-0.8
-0.6
0.0
-0.6
-0.8
0.0
-0.6
0.0
-0.8
-0.6
0.0
-0.6
-0.9
0.0
-0.6
0.0
-0.8
-0.7
0.0
-0.6
-1.0
0.0
-0.6
0.0
-0.8
-0.8
0.0
-0.6
0.0
-1.0
-0.7
0.0
-0.8
-0.9
0.0
-0.7
12/19
Project:
Project number:
Author:
Tendon name
Index
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
25_15_100 copy
--- Not Defined ---
xbegin
[m]
36.51
36.82
37.15
37.61
37.92
38.36
38.72
39.02
39.51
39.82
40.17
40.62
40.92
41.38
41.72
42.02
42.52
42.82
43.19
43.62
43.92
44.40
44.72
45.02
45.52
45.82
46.21
46.62
46.92
47.42
47.72
48.03
48.52
48.82
49.23
49.62
49.92
50.42
50.72
51.05
51.52
51.82
52.25
52.62
52.92
53.42
53.72
54.07
54.52
54.82
55.27
55.62
55.92
56.42
56.72
57.09
57.52
57.82
58.30
58.62
58.93
59.42
59.72
60.11
60.52
60.83
61.32
61.63
61.93
62.42
62.73
63.13
63.53
63.83
64.32
xend
[m]
36.82
37.15
37.61
37.92
38.36
38.72
39.02
39.51
39.82
40.17
40.62
40.92
41.38
41.72
42.02
42.52
42.82
43.19
43.62
43.92
44.40
44.72
45.02
45.52
45.82
46.21
46.62
46.92
47.42
47.72
48.03
48.52
48.82
49.23
49.62
49.92
50.42
50.72
51.05
51.52
51.82
52.25
52.62
52.92
53.42
53.72
54.07
54.52
54.82
55.27
55.62
55.92
56.42
56.72
57.09
57.52
57.82
58.30
58.62
58.93
59.42
59.72
60.11
60.52
60.83
61.32
61.63
61.93
62.42
62.73
63.13
63.53
63.83
64.32
64.63
px
[kN]
0.1
12.3
9.1
0.1
9.5
12.0
0.1
8.7
0.1
12.2
9.9
0.1
9.6
13.3
0.1
9.1
0.1
12.2
10.9
0.1
9.7
14.8
0.1
9.6
0.1
12.2
12.0
0.1
9.9
0.1
16.1
10.1
0.1
12.2
13.2
0.1
10.4
0.1
15.9
11.1
0.1
12.3
14.5
0.1
10.9
0.1
15.8
12.1
0.1
12.3
16.1
0.1
11.4
0.1
15.7
13.3
0.1
12.4
17.9
0.1
12.0
0.1
15.7
14.6
0.1
12.6
19.9
0.1
12.6
0.1
15.7
16.0
0.1
13.0
0.2
py
[kN]
0.0
69.7
51.2
0.0
54.0
68.0
0.0
49.1
0.0
69.3
56.1
0.0
54.3
75.4
0.0
51.6
0.0
69.1
61.6
0.0
54.8
84.0
0.0
54.1
0.0
69.0
67.7
0.0
55.8
0.0
91.5
57.3
0.0
69.1
74.6
0.0
58.6
0.0
90.4
62.6
0.0
69.4
82.5
0.0
61.5
0.0
89.7
68.5
0.0
69.8
91.3
0.0
64.6
0.0
89.2
75.1
0.0
70.3
101.5
0.0
67.8
0.0
89.0
82.5
0.0
70.9
113.2
0.0
71.2
0.0
89.0
90.8
0.0
73.3
0.0
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14-Aug-23 0:16:03 AM
mx
[kNm]
0.0
4.9
3.6
0.0
3.8
4.8
0.0
3.4
0.0
4.9
3.9
0.0
3.8
5.3
0.0
3.6
0.0
4.8
4.3
0.0
3.8
5.9
0.0
3.8
0.0
4.8
4.7
0.0
3.9
0.0
6.4
4.0
0.0
4.8
5.2
0.0
4.1
0.0
6.3
4.4
0.0
4.9
5.8
0.0
4.3
0.0
6.3
4.8
0.0
4.9
6.4
0.0
4.5
0.0
6.2
5.3
0.0
4.9
7.1
0.0
4.7
0.0
6.2
5.8
0.0
5.0
7.9
0.0
5.0
0.0
6.2
6.4
0.0
5.1
0.0
my
[kNm]
0.0
-0.9
-0.6
0.0
-0.7
-0.8
0.0
-0.6
0.0
-0.9
-0.7
0.0
-0.7
-0.9
0.0
-0.6
0.0
-0.9
-0.8
0.0
-0.7
-1.0
0.0
-0.7
0.0
-0.9
-0.8
0.0
-0.7
0.0
-1.1
-0.7
0.0
-0.9
-0.9
0.0
-0.7
0.0
-1.1
-0.8
0.0
-0.9
-1.0
0.0
-0.8
0.0
-1.1
-0.8
0.0
-0.9
-1.1
0.0
-0.8
0.0
-1.1
-0.9
0.0
-0.9
-1.3
0.0
-0.8
0.0
-1.1
-1.0
0.0
-0.9
-1.4
0.0
-0.9
0.0
-1.1
-1.1
0.0
-0.9
0.0
mz
[kNm]
0.0
-1.0
-0.7
0.0
-0.8
-1.0
0.0
-0.7
0.0
-1.0
-0.8
0.0
-0.8
-1.1
0.0
-0.7
0.0
-1.0
-0.9
0.0
-0.8
-1.2
0.0
-0.8
0.0
-1.0
-1.0
0.0
-0.8
0.0
-1.3
-0.8
0.0
-1.0
-1.0
0.0
-0.8
0.0
-1.3
-0.9
0.0
-1.0
-1.2
0.0
-0.9
0.0
-1.3
-1.0
0.0
-1.0
-1.3
0.0
-0.9
0.0
-1.3
-1.1
0.0
-1.0
-1.4
0.0
-1.0
0.0
-1.3
-1.2
0.0
-1.0
-1.6
0.0
-1.0
0.0
-1.3
-1.3
0.0
-1.0
0.0
13/19
Project:
Project number:
Author:
Tendon name
25_15_100 copy
--- Not Defined ---
Index
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
xbegin
[m]
64.63
64.94
65.43
65.73
66.15
66.53
66.83
67.33
67.63
67.96
68.43
68.73
69.17
69.53
69.83
70.33
70.63
70.98
71.43
71.73
72.19
72.53
72.83
73.33
73.63
74.00
74.43
74.73
75.21
75.53
75.83
76.33
76.63
77.02
77.43
77.73
xend
[m]
64.94
65.43
65.73
66.15
66.53
66.83
67.33
67.63
67.96
68.43
68.73
69.17
69.53
69.83
70.33
70.63
70.98
71.43
71.73
72.19
72.53
72.83
73.33
73.63
74.00
74.43
74.73
75.21
75.53
75.83
76.33
76.63
77.02
77.43
77.73
78.53
px
[kN]
20.7
13.5
0.2
15.8
17.7
0.2
13.6
0.2
20.5
14.8
0.2
15.8
19.5
0.2
14.3
0.2
20.4
9.7
-0.2
-20.0
-26.7
-0.2
-18.1
-0.2
-24.0
-20.6
-0.2
-18.3
-26.9
-0.2
-17.3
-0.2
-21.8
-20.5
-0.2
-10.5
py
[kN]
117.4
76.6
0.0
89.3
100.1
0.0
77.0
0.0
116.2
83.7
0.0
89.7
110.8
0.0
80.9
0.0
115.4
91.3
0.0
88.2
117.7
0.0
79.8
0.0
105.9
90.8
0.0
80.6
118.8
0.0
76.0
0.0
95.9
90.5
0.0
45.9
pz
[kN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
mx
[kNm]
8.2
5.4
0.0
6.2
7.0
0.0
5.4
0.0
8.1
5.9
0.0
6.3
7.8
0.0
5.7
0.0
8.1
6.4
0.0
6.2
8.2
0.0
5.6
0.0
7.4
6.4
0.0
5.6
8.3
0.0
5.3
0.0
6.7
6.3
0.0
3.2
my
[kNm]
-1.4
-0.9
0.0
-1.1
-1.2
0.0
-1.0
0.0
-1.4
-1.0
0.0
-1.1
-1.4
0.0
-1.0
0.0
-1.4
-0.7
0.0
1.4
1.9
0.0
1.3
0.0
1.7
1.4
0.0
1.3
1.9
0.0
1.2
0.0
1.5
1.4
0.0
0.7
mz
[kNm]
-1.6
-1.1
0.0
-1.3
-1.4
0.0
-1.1
0.0
-1.6
-1.2
0.0
-1.3
-1.6
0.0
-1.1
0.0
-1.6
-0.8
0.0
1.3
1.7
0.0
1.1
0.0
1.5
1.3
0.0
1.1
1.7
0.0
1.1
0.0
1.4
1.3
0.0
0.7
Equivalent load
5.2.3 Short-term Losses
Maximum stress allowed in tendon during tensioning acc. 5.10.2.1(1)P
Limit value of tendon stress σp,max
[MPa]
Maximum initial stress in tendon
[MPa]
1350.0
Stress check
✔
1350.0
Maximum stress allowed in tendon immediately after anchoring acc. 5.10.3(2)
Minimum stress after anchoring
[MPa]
Maximum stress after anchoring
[MPa]
Limit value of tendon stressσpm0
[MPa]
1275.0
Stress check
?
Input values and intermediate results
700 mm2
78.53 m
78.53 m
0.00 m
357.2 °
Area of tendon
Length of tendon
Sum of lengths of straight parts of tendon
Sum of lengths of curved parts of tendon
Cumulative angular change
14-Aug-23 0:16:03 AM
14/19
Project:
Project number:
Author:
25_15_100 copy
--- Not Defined ---
Smallest curve radius found in specified geometry of current tendon
Anchorage stress
Theoretical tendon elongation before anchoring
Theoretical tendon elongation after anchoring
Length affected by anchorage set - end
0.00 m
1350.0 MPa
309.1 mm
304.1 mm
7249.1 mm
Short-term losses
dx
[m]
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
62.00
63.00
64.00
65.00
66.00
67.00
Δσpμ
[MPa]
-968.1
-964.3
-956.7
-952.8
-945.0
-937.0
-932.9
-924.6
-916.3
-912.0
-903.3
-894.5
-890.0
-880.9
-871.7
-866.9
-857.4
-847.7
-842.7
-832.7
-822.5
-817.3
-806.7
-796.0
-790.5
-779.5
-768.3
-762.5
-750.9
-739.1
-733.0
-720.8
-714.6
-702.1
-689.3
-682.7
-669.6
-656.2
-649.3
-635.5
-621.4
-614.1
-599.6
-584.8
-577.2
-562.0
-546.5
-538.5
-522.5
-506.2
-497.8
-481.0
-463.8
-455.1
-437.4
-419.4
-410.2
-391.6
-372.7
-363.0
-343.6
-333.6
-313.5
-293.1
-282.6
-261.6
-240.1
-229.1
Δσpw
[MPa]
σpr,cor
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Δσpep
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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σpa
[MPa]
381.9
385.7
393.3
397.2
405.0
413.0
417.1
425.4
433.7
438.0
446.7
455.5
460.0
469.1
478.3
483.1
492.6
502.3
507.3
517.3
527.5
532.7
543.3
554.0
559.5
570.5
581.7
587.5
599.1
610.9
617.0
629.2
635.4
647.9
660.7
667.3
680.4
693.8
700.7
714.5
728.6
735.9
750.4
765.2
772.8
788.0
803.5
811.5
827.5
843.8
852.2
869.0
886.2
894.9
912.6
930.6
939.8
958.4
977.3
987.0
1006.4
1016.4
1036.5
1056.9
1067.4
1088.4
1109.9
1120.9
14-Aug-23 0:16:03 AM
Δσpr,occur
[MPa]
Δσpr,cap
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-1.7
-1.8
-1.8
-1.9
-2.0
-2.0
-2.1
-2.2
-2.2
-2.3
-2.4
-2.5
-2.5
-2.7
-2.8
-2.8
-3.0
-3.1
-3.2
-3.3
-3.5
-3.5
-3.7
-3.9
-4.0
-4.2
-4.4
-4.5
-4.7
-4.9
-5.1
-5.3
-5.5
-5.7
-6.0
-6.2
-6.5
-6.9
-7.1
-7.5
-7.9
-8.1
-8.6
-9.1
-9.4
-9.9
-10.5
-10.8
-11.5
-12.2
-12.6
-13.4
-14.3
-14.7
-15.7
-16.8
-17.3
-18.5
-19.8
-20.5
-21.9
-22.7
-24.3
-26.1
-27.1
-29.1
-31.3
-32.5
15/19
Project:
Project number:
Author:
dx
[m]
68.00
69.00
70.00
71.00
71.28
71.28
72.00
73.00
74.00
75.00
76.00
77.00
78.00
78.53
Δσpμ
[MPa]
-207.0
-184.4
-172.9
-149.7
-149.6
-137.9
-126.0
-113.9
-89.5
-64.6
-51.9
-26.3
-0.1
0.0
25_15_100 copy
--- Not Defined ---
Δσpw
[MPa]
σpr,cor
[MPa]
0.0
0.0
0.0
0.0
0.0
-4.1
-27.8
-51.7
-99.0
-146.3
-170.3
-217.7
-265.2
-265.5
Δσpep
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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σpa
[MPa]
1143.0
1165.6
1177.1
1200.3
1200.4
1208.0
1196.2
1184.4
1161.5
1139.0
1127.9
1106.0
1084.7
1084.5
Δσpr,occur
[MPa]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Δσpr,cap
[MPa]
-35.1
-37.8
-39.3
-42.5
-42.5
-43.6
-41.9
-40.3
-37.3
-34.6
-33.3
-30.9
-28.7
-28.7
Losses
6 List of used materials
Name
Y1770S7-12.9
fpk
fp01k
E
μ
[MPa]
[-]
[MPa]
[MPa]
1770.0
1500.0
195000.0
0.15
Fm = 177.0 kN, Fp01 = 155.8 kN, Fr = 190.0 MPa, ρ1000 = 0.03, ρ∞ = 0.05,
Φ = 13 mm, Area = 100 mm2, εuk = 350.0 1e-4, Agt = 350.0 1e-4, Type: Strand
Surface characteristic: Plain, Relaxation class: Class2, Production: Low relaxation,
Diagram type: Bilinear with an inclined top branch, Number of wires: 7
Unit mass
[kg/m3]
7850
Explanation
Symbol
Explanation
fpk
Characteristic tensile strength
fp01k
Characteristic 0,1% proof force
E
Fm
Modulus of elasticity of prestressing steel
Characteristic value of maximum force
Fp01
Characteristic 0,1% proof force
Fr
Fatigue stress range
14-Aug-23 0:16:03 AM
16/19
Project:
Project number:
Author:
25_15_100 copy
--- Not Defined ---
ρ1000
The value of relaxation loss (ratio), at 1000 hours after tensioning and at a mean temperature of 20°C
ρ∞
The value of relaxation loss (ratio), at 500 000 hours after tensioning and at a mean temperature of 20°C
εuk
Characteristic strain of reinforcement or prestressing steel at maximum load
Agt
Total elongation at maximum force
Type
Diagram type
Type of prestressing steel
The type of stress-strain diagram
7 Symbols explanations
Symbols related to prestressing
Symbol
Explanation
Ap
Area of tendon
Length
Ls
Length of tendon
Sum of lengths of straight parts of tendon
Larc
Sum of lengths of curved parts of tendon
Rmin
Smallest curve radius found in specified geometry of current tendon
θ
σa
Cumulative angular change
Anchorage stress
σmin
Minimum stress along the length of tendon after anchoring
σmax
Maximum stress along the length of tendon after anchoring
eba
Theoretical tendon elongation before anchoring
eaa
Theoretical tendon elongation after anchoring
Lset
Length affected by anchorage set
σini,max
Maximum initial stress in tendon
σp,max
Limit value of tendon stress applied to the tendon acc. to 5.10.2.1 (1)P
Check
5.10.2.1(1)P
σpm0
Check of criterion according to provision 5.10.2.1 (1)P
Check
5.10.3(2)P
Check of criterion according to provision 5.10.3 (2)P
Limit value of tendon stress applied to the tendon acc. to 5.10.3 (2)
Symbols related to tendon geometry
Symbol
Explanation
Ls
Straight length
Ls,rel
Straight relative length
r
Minimum radius
Symbols related to coordinates of tendon points
Symbol
XB
Explanation
Position of the point is related to beginning of the design member
XT
Position of the point is related to beginning of the tendon
Y, Z
Y-, Y+, Z-,
Z+
Position of the point is related to reference curve, which connects nodes of structural model.
Position of the point is related to cross-section edge with extreme coordinate Y or Z of local coordinate system of the design
member
Symbols related to loads equivalent to the effects of prestressing.
Symbol
Tendon name
Index
x
Fx
Tendon name
Index of current impulse of concentrated load
x - coordinate in coordinate system of Design Member
Magnitude of concentrated force in x direction
Explanation
Fy
Magnitude of concentrated force in y direction
Fz
Magnitude of concentrated force in z direction
Mx
Magnitude of concentrated moment about x axis
My
Magnitude of concentrated moment about y axis
Mz
Magnitude of concentrated moment about z axis
xbegin
x – coordinate of the beginning of current part of distributed load in coordinate system of Design Member
xend
x – coordinate of the end of current part of distributed load in coordinate system of Design Member
px
Load intensity in x direction
py
Load intensity in y direction
pz
Load intensity in z direction
mx
Intensity of moment load about x axis
my
Intensity of moment load about y axis
mz
Intensity of moment load about z axis
14-Aug-23 0:16:03 AM
17/19
Project:
Project number:
Author:
25_15_100 copy
--- Not Defined ---
Symbols related to short-term losses
Symbol
Δσpμ
Frictional loss
Explanation
Δσpw
Anchorage set loss
σpr,cor
Stress after short-term relaxation
Δσpep
Loss due to the immediate elastic concrete strain during tensioning (including loss due to sequential losses)
σpa
Stress after short-term losses
Δσpr,occur
Relaxation that already took place (occurred)
Δσpr,cap
Remaining relaxation capacity, i.e. potential stress decrease in prestressing reinforcement due to relaxation at infinite time
14-Aug-23 0:16:03 AM
18/19
Project:
Project number:
Author:
25_15_100 copy
--- Not Defined ---
14-Aug-23 0:16:03 AM
19/19