| Actions, Design Situations
The corresponding actions are simply mapped to the load cases
by the user. The program then automatically creates the decisive
design values for the ultimate limit state and serviceability
limit state while considering the safety factors and combination
coefficients. For each combination different design situations
can be defined for the construction and end states. When
conducting the check, the extreme values deriving from all
combinations and situations applies. Optionally, the checks can
be carried out for all possible combinations of internal forces.
The following tables list the available checks including
references to the chapters of the applicable standards.
Ultimate Limit State Checks
|
B4700 |
B4750 |
B4753 |
| Minimum reinforcement against failure
without warning |
- |
12.5 |
12.5 |
| Normal force, bending moment (N, M, N
and M) |
3.4.2 |
12.2 |
12.2 |
| Lateral force under consideration of
the minimum level of reinforcement |
3.4.4 |
12.3 |
12.3 |
| Torsion |
3.4.6 |
12.4 |
12.4 |
| Punching shear |
3.4.5 |
- |
- |
| Fatigue of longitudinal reinforcement,
shear reinforcement and prestressing steel |
- |
- |
13.3-4 |
| Fatigue of concrete under compressive
stress |
- |
- |
13.2 |
| |
|
|
|
Checks at the Serviceability Limit
State
|
|
|
|
| Limiting the concrete compressive
stresses |
- |
11.4.5 |
11.4.2 |
| Limiting the reinforcing and
prestressing steel stresses |
- |
11.4.5 |
11.4.2 |
| Check of decompression |
- |
11.3 |
11.3 |
| Crack dispersing minimum reinforcement |
4.2.2 |
11.5 |
11.5 |
| Limiting the crack width |
4.2.3 |
11.5 |
11.5 |
| Limiting deformations |
4.3 |
11.6 |
11.6 |
Ultimate Limit State
The dimensioning of the reinforcement is
performed separately on a per checks basis for the modeled
design situations. This is determined individually for each
combination of internal forces. The final outcome is a result of
the extreme value derived from all calculated reinforcements. In
the check against fatigue, the reinforcement that was previously
determined is, if necessary, increased iteratively until the
required stress range is met.
Serviceability
If required, the checks are carried out in state
II under consideration of the calculated maximum reinforcement.
In order to attain the required crack width, the minimum
reinforcement is increased, if necessary.
|
Situation |
Load Capacity |
Serviceability |
Fundamental combination
Accidental |
Longitudinal reinforcement
Lateral reinforcement
Torsional reinforcement
Punching shear |
|
Rare,
Characteristic |
|
Concrete compressive stress
Reinforcing steel stress
Prestressing steel stress
Decompression class A
Crack width class B |
Frequently
Fatigue |
Robustness reinforcement
Reinforcing steel fatigue
Prestressing steel fatigue
Concrete fatigue |
Decompression class B
Crack width class C, D |
| Quasi-continuous |
|
Concrete compressive stress
Prestressing steel stress
Decompression class C
Crack width class E
Deformations |
Results
The calculated reinforcement can be output
graphically (contours, color gradient, section or numerically)
or in table form. This can be selected either for individual
checks or for the entire reinforcement. The checks are
documented in a detailed log.
Literature
ÖNORM B 4700 (2001)
Reinforced concrete structures -
EUROCODE-oriented analysis,
design and detailing,
publication 2001-06-01,
Österreichisches Normungsinstitut
(ON), Vienna 2001.
ÖNORM B 4750 (2000)
Prestressed concrete structures -
EUROCODE-oriented analysis,
design and detailing,
publication 2000-11-01,
Österreichisches Normungsinstitut
(ON), Vienna 2000.
ÖNORM B 4753 (2003)
Prestressed concrete railroad bridges
- EUROCODE-oriented analysis,
design and detailing,
publication 2003-06-01,
Österreichisches Normungsinstitut
(ON), Vienna 2003.
Examples of the use of the ÖNORM B 4700 (1995)
„Reinforced steel structures. EUROCODE-oriented analysis, design
and
detailing', as of 1 October 1995,
Österreichisches
Normungsinstitut (ON), Vienna 1995. |
Actions and design situations
Definition of effective actions
Check selection
Lower reinforcement with selected gradation
Entry dialog for the punching shear check
|
