Structural analyses M.Just and M.Curbach Table 2.3.3 Results for column B2 (bottom end) for SLS – quasi permanent combination Nd
Vy,d
Vz,d
My,d
Mz,d
Considered load cases
[kN]
[kN]
[kN]
[kNm]
[kNm]
Qi
max My
-3316,43
-0,60
0,63
-1,04
-0,60
1356, 10111
max Mz
-3419,06
1,28
0,68
-1,11
1,18
10011, 10111
max Vy
-3419,06
1,28
0,68
-1,11
1,18
10011, 10111
max Vz
-3482,90
-2,71
0,82
-1,31
-2,64
10031, 10101
max N
-
-
-
-
-
Not applicable
min My
-3526,55
-2,83
0,92
-1,39
-2,73
1326, 10031, 10101
min Mz
-3596,67
-3,32
0,95
-1,35
-3,16
1326, 10021, 10121
min Vy
-3582,47
-3,32
0,95
-1,35
-3,15
1356, 10021, 10121
min Vz
-3301,99
-0,59
0,63
-1,04
-0,60
10111
min N
-4075,03
-3,20
1,07
-1,66
-3,17
1336, 10031, 10121
Superposition
The values for the design of the foundation equal those given above, but dead load of the foundation has been included. The following tables give the values for the top of the column (in the parking level “-2”) corresponding to the superposition uses for the bottom end. Table 2.3.4 Results for column B2 (top end) for ULS Superposition
Considered load cases
Nd
Vy,d
Vz,d
My,d
Mz,d
[kN]
[kN]
[kN]
[kNm]
[kNm]
Q1
Qi
max My
-4492,51
0,23
-4,05
-7,92
0,60
101
203 - 206, 1356, 10111
max Mz
-4802,51
4,46
1,88
3,18
-8,95
10111
51, 203- 206, 10011
max Vy
-4802,51
4,46
1,88
3,18
-8,95
10111
51, 203- 206, 10011
max Vz
-5114,02
-2,46
2,96
5,28
5,24
51
10031, 10101
max N
-4383,62
-1,83
2,27
4,10
4,05
51
202 – 205
min My
-5275,31
-2,48
2,96
5,28
5,28
51
201, 1326, 10031, 10101
min Mz
-5382,52
-4,65
-1,43
-3,10
10,09
10121
101, 201, 202, 1326, 10021
min Vy
-5332,96
-4,81
1,46
2,32
9,75
10121
201, 202, 1356, 10021
min Vz
-4441,97
0,25
-4,05
-7,93
0,56
101
202- 206, 10111
min N
-5672,18
-4,53
1,54
2,30
9,13
10031 & 1336
201, 10121
Results from Superposition for serviceability limit state. The first combination is given in Eqn. (2.2).
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