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Marwan AL-Taie Product manager Presented by Rossi Stockbridge

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Presentation on theme: "Marwan AL-Taie Product manager Presented by Rossi Stockbridge"— Presentation transcript:

1 New approach for more automated Code dependent deflection and punching shear design
Marwan AL-Taie Product manager Presented by Rossi Stockbridge CADS Technical Support

2 Content Punching shear design and check Code dependent deflection CDD

3 WHY?

4 Design and check of punching shear
What’s supported? Punching check and design for slabs and foundations Automatically recognition of support shape and location Different possibilities for the calculation of β factor Two different types of reinforcement are supported for the checks of slab resistance Presentation of UC and size of critical control parameter. Calculation of punching reinforcement where necessary.

5 Punching shear (Design and Check)
Concrete resistance Check if the concrete is strong enough alone Concrete and reinforcement resistance If not, check if the amount of reinforcement is reasonable Design of punching reinforcement Design reinforcement if reasonable, if not, change form of structure

6 New automated workflow
Modeling Load combinations Analysis Run punching check + check Modeling Load combinations Analysis Reinforcement calculation Assigning Node data ( punching data) Run punching check Run punching design in separate window Workflow Pervious version NEW version

7 Pervious version NEW version User have to assign punching data in each node All assignments are automatically calculated

8 New automated workflow
Feature Pervious version NEW version Ratio Column position 20 sec /col. 24*20= 8 mins Auto Zero Relative Column eccentricity 10 Sec/col. 17*10= 3 mins Auto Relative As, req calculation Manual Automatic 3,5 Sec (Total) Total time to see the results 11 min 10 sec 65 faster Saving > 75 clicks 17 (2D) members 24 Columns (Nodes)

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10 Code dependent deflection
CDD for 1D & 2D in one click Auto load combination Three different types of reinforcement Clear UC presentation Step by step calculation Automatic creep coefficient calculation

11 Workflow Pervious version NEW version Modeling Load combinations
Concrete combinations Analysis Reinforcement calculation Re- Run for CDD calculation Results for 1D members Results for 2D members Pervious version NEW version Modeling Load combinations Analysis CDD calculation Results for 1D members & 2D Workflow

12 Facts about New CDD

13 Concrete combination time
New CDD calculation Pervious version NEW version Action Pervious version NEW version Ration Concrete combination time 55 sec Zero Relative CDD calculation time 5 min + 39 sec 1 min + 31 sec 3,73 faster Total time 6 min + 34 sec 4,33 faster 2D CDD results 1D CDD results 1D & 2D CDD results

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15 One click solution Practical workflow Clear results presentation

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


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