PUNCHING SHEAR DESIGN OF FLAT SLAB PUNCHING SHEAR DESIGN | C23
Summary Design reinforced concrete flat slabs for punching shear at internal, edge, and corner columns by specifying the distance from the support to the slab edge; the module automatically determines the shear perimeters.
You can enter the amount of longitudinal reinforcement present at the critical perimeters, in the two main directions.
The design output gives the critical load case with corresponding amounts of punching shear reinforcement needed for each perimeter, as well as suggested reinforcement configurations and detailed calculations.
PUNCHING SHEAR DESIGN OF FLAT SLAB PUNCHING SHEAR DESIGN | C23
What makes this module special?
• Various column positions allowed • Detailed design calculations • Suggested reinforcement configurations
Detailed Description Punching Shear designs reinforced concrete flat slabs for punching shear (two-way shear action). You can design slabs at internal, edge, and corner columns by specifying the distance from the column to the slab edge; the module automatically determines the shear perimeters. The module adjusts the effective shear force and shear capacity for the column moment and slab edge distance as dictated by the relevant design code. You can enter the amount of longitudinal reinforcement in the two main directions, crossing each perimeter. The module also gives the detailed calculations with relevant sections of the code.
Supported Codes
Design Codes
Detailing Codes
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ACI 318 - 1999 ACI 318 - 2005 ACI 318 - 2011 ACI 318 - 2014 ACI 318 – 2019 AS 3600 - 2001 AS 3600 - 2009 AS3600 – 2018 BS 8110 - 1985 BS 8110 - 1997
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CP 65 - 1999
CSA A23.3: 2019
CSA A23.3-04 - 2010 Eurocode 2 - 2004 HK Concrete - 2004 HK Concrete - 2013
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BS 4466 - 1989 BS 8666 - 2005 SANS 282 - 2004 SANS 282 - 2011
IS:456 - 2000 NZ 3101 - 2006
SABS 0100 - 2000 SP 63.13330.2018
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