|
A1.2.2 (Table A1.1)
|
The Psi factors are set as follows:
|
Category A
|
0,7
|
0,5
|
0,3
|
|
Category B
|
0,7
|
0,5
|
0,3
|
|
Category C
|
0,7
|
0,7
|
0,6
|
|
Category D
|
0,7
|
0,7
|
0,6
|
|
Category E
|
1,0
|
0,9
|
0,8
|
|
Category F
|
0,7
|
0,7
|
0,6
|
|
Category G
|
0,7
|
0,5
|
0,3
|
|
Category H
|
0
|
0
|
0
|
|
Snow H < 1000m
|
0,5
|
0
|
0
|
|
Wind
|
0,6
|
0,2
|
0
|
|
Temperature
|
0,6
|
0,5
|
0
|
|
Settlements
|
1,0
|
1,0
|
1,0
|
|
Special loads during execution
|
1,0
|
1,0
|
0,2
|
|
Construction loads
|
1,0
|
0,3
|
0,2
|
|
|
A1.3.1(1) (Tables A1.2(A) to (C))
|
Eq.6.10 is set by default. Eq.6.10a & Eq.6.10b can be set if required.
The Load Combination factors are set as follows:
|
Permanent - unfavourable
|
1.35
|
|
Permanent -favourable
|
1.00
|
|
Leading variable
|
1.50
|
|
Accompanying variable
|
1.50
|
|
Ksi
|
0.85
|
|
Permanent - unfavourable
|
1.00
|
|
Permanent -favourable
|
1.00
|
|
Leading variable
|
1.10
|
|
Accompanying variable
|
1.10
|
In addition, the multiplication of γ*KFIis replaced by a direct γ value depending on the combination type, selected reliability class and load case type.
|
permanent unfavourable load case
|
1.20
|
1.00
|
|
permanent favourable load case
|
1.00
|
1.00
|
|
variable load case
|
1.30
|
1.10
|
|
permanent unfavourable load case
|
1.35
|
1.00
|
|
permanent favourable load case
|
1.00
|
1.00
|
|
variable load case
|
1.50
|
1.10
|
|
permanent unfavourable load case
|
1.50
|
1.00
|
|
permanent favourable load case
|
1.00
|
1.00
|
|
variable load case
|
1.80
|
1.20
|
|
|
A1.3.1(5)
|
See Theoretical Background - National Annexes to EN 1997
|
