LinkStud PSR

Specialists in Punching Shear Reinforcement

Design Service

Contact Name:
Company Name:
Office Address:
Postcode:
Telephone / mobile:
E-mail address:
Site / Project name:
Site address:
Postcode (if known):
Site contact tel.:
Reinf. contractor:
Block / Floor level:
Internal condition (I)
Internal condition (I)

Internal condition (I)

Internal condition (I)
Edge condition (E)

Edge condition (E)

Edge condition (E)

Edge condition (E)
External corner condition (EC)
External corner condition (EC)

External corner condition (EC)

External corner condition (EC)
Internal corner condition (IC)
Internal corner condition (IC)

Internal corner condition (IC)

Internal corner condition (IC)
Holes through the slab
Holes through the slab

Holes through the slab

Holes through the slab
Date:
 20/10/2025
Date design
required by:
Design to:
BS8110
 EC2
Applied shear load:
Unfactored
Vt or V 		Factored
Veff or ßv
Slab depth (mm):
Concrete strength
(fcu or fck - EC2)
Top cover (mm):
Bottom cover (mm):
Top reinforcement***
T1 BARS (MM) T2 BARS (MM)
Diameter:
Spacing:
* S = square, R = rectangle, C = circle ** Note: for circular columns, please ignore the ‘b’ dimension, and fill in the ‘a’ dimension as a radius *** Bottom reinforcement if a transfer or foundation slab
Item Ref Type of loaded area - (prefix S, R or C*) Size of loaded area (mm) ** Distance to nearest edge(s) (mm) Shear load (kN) Design moments applied (kNm) Size and position of any holes through slab (mm) (indicate if positive or negative value for g and h) Notes: different conditions, factors, main reinf. data, etc.
Dim. a Dim. b Dim. c Dim. d V Mx My e f g h
e.g. R / I 250 150 - - - - - 200 100 - 150 - 250
When all fields are complete, please click ‘Submit’ to forward your design request to our Technical Team
 
 
 
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