
ESEC
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).
Comments
- Click on View Previous Comments to Check Old Comments
References:
Rules Summary (ECP 203-2020)
Critical Sections (ECP 203-2020)
Pages from ECP 203-2020
Pages from ACI 318-2019
Pages from Adapt
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
.