1. Practical, fast and transparent design workflows for 1D & 2D elements
Marwan AL-Taie
Product manager
Presented by Rossi Stockbridge
CADS Technical Support

2. Content Overview about concrete design Technical overview
1D design (Live demo)
2D design (Live demo)
Why we sholud use SCIA Engineer
Q & A

3. Reinforced Concrete Building Elements

4. What do the concrete designers want?

5. Concrete designers kinds
2D environment design
3D environment design
Design of 1D members
Design of 2D members
Design of 1D members
Design of 2D members
Advantages
Advantages
Easy to model
Easy to Understand
Faster
Integrated with BIM
Easy to Control
More accurate

6. Designing tool

8. Concrete Tree in SCIA Engineer V 17.0
Concrete settings
Setting per member
Reinforcement design – for ULS
Input of real reinforcement
Reinforcement check – ULS and SLS
DESIGN
Order of design and checks „Top-Down“

9. Design of reinforcement (N+My+Mz)-(Vy+Vz+T) Uni + Biaxial
Internal forces recalculation
Reduction
Shifting
Eccentricity
Design of longitudinal reinforcement on bending moments
Uniaxial y, z or biaxial
Interaction diagram method
Design of shear reinforcement on shear forces resultant & torsion moments
Asw,req, Aswt,req
Angle of compression strut θ is determined
Resistance of member without shear reinf
Design of shear reinforcement on detailing provision
§6.2.3(3)
§8.3(2)
§9.2.2(5)
§9.2.2(6)
§9.2.2(8)
§9.2.3(3)
§6.2.3(3)
§8.3(2)
§9.5.3(3)
§9.5.3(1)
Design additional longitudinal reinforcement on torsion moment
Only if additional tensile force from torsion generate normal stress > 0,1 MPa in cross-section
Design longitudional reinforcement on detailing provision
§8.2(2)
§9.2.3(4)
§ (1)
§ (1)
§ (3)
Recalculation req. reinforcement to Provided (basic/additional)
As, basic
As, add.
As, prov.
As, add. req
Summary, tables, drawings, EWN

10. Designing with practical reinforcement

11. Using SCIA Section Check

12. Using Basic and Additional reinforcement
Definition
Calculation
Check
workflow

13. Definition + Calculation
As additional
As basic
As basic
As additional

14. Checks
Easy to control

15. Easy to understand

16. Speed Reinforcement design Version 17 Pervious versions Ratio
Type
Numbers
2D members
576
1D members
648
Surface load
216
Loads
ULS+SLS
Reinforcement design
Version 17
Pervious versions
Ratio
2D design
4 mins
6 min
1,5 Faster
1D design
15 min
3,75 Faster

17. Design of 2D members

18. Design of 2D members Design of longitudinal reinforcement
Design of shear reinforcement
Calculation of cracks
Long term deflection
Punching shear design and check

19. Calculation of required reinforcement

20. Using Basic and Additional reinforcement

21. Calculation of cracks width for 2D members with one click

23. Why should we use SCIA Engineer?
Multi-core processing
Before
Beams & columns design
NOW
Beams & columns design

24. Why should we use SCIA Engineer?
Usability of table results

25. Why should we use SCIA Engineer?
Usability of table results

26. Why should we use SCIA Engineer?

27. Why should we use SCIA Engineer?
Application of shift Rule

28. Why should we use SCIA Engineer?
Possibility to reduce shear force and bending moment over support
Shear force
Bending moment

29. Why should we use SCIA Engineer?
Possibility to design arbitrary cross section

30. Why should we use SCIA Engineer?

31. Nice and clear result’s presentation
More comprehensive
Nice and clear result’s presentation
Unlimited solution
More economical
More trusted solution
Daily used workflow

32. Thank you for your attention,.
Thank you for your attention,
Marwan Al-taie
More information on