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Punching of RC Slab

This web application conducts check on punching for Flat slab or Post-tensioned slab with/out shear reinforcement. The punching check is conducted using the following approaches:

Approach 1:

Using Simplified Method at Section at d/2 and Simplified Method at Outside Stirrups Section


* In Simplified Method, a β-factor is used instead of considering the applied moment at the punching critical section.

Approach 2:

Using Detailed Method at Section at d/2 and Simplified Method at Outside Stirrups Section

* In Detailed Method, Punching stresses are estimated considering the applied moment at the punching critical section in addition to the axial load, without including β-factor.

* Design Code: Egyptian Code (ECP 203-2020), or American Code (ACI 318-2022). Drawing

Input

Design Code




Slab Type

Data for Post-tensioned Slab


Concrete dimensions

Shear Reinforcement

Data for Shear Reinforcement






Column parameters
Loading



Location
Shape and dimensions
Rectangular


Circular


Header and footer in PDF

Output

Approach 1

(Using Simplified Method at Section at d/2 and Simplified Method at Outside Stirrups Section)

Quantity Value Unit

Approach 2

(Using Detailed Method at Section at d/2 and Simplified Method at Outside Stirrups Section)

Quantity Value Unit

Comments


  • Click on View Previous Comments to Check Old Comments

This web application is developed by: Assoc. Prof. Ahmed Elansary, Faculty of Engineering, Cairo University

*ResearchGate


Check out the desktop version of the software


Any iquiries or suggestions for improvements should be submitted to:

aelansa2@uwo.ca



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