Equation Pad › Library › Eurocode 2 › Detailing
Bearing on a partially loaded area
Concentrated resistance under a bearing plate with the spread of load to the design distribution area. Reference: EN 1992-1-1 6.7.
Open this sheet in Equation Pad Browse the Library

Example only. This sheet shows one way to set out the check. It is not endorsed by the bodies that publish the design codes and does not reproduce them. Check every clause, value and assumption against your own copy of the current edition of Eurocode 2 and its national annex before you use it, and have the result checked by a competent person. See the disclaimer.
The calculation, line by line
Every line below is typed into Equation Pad exactly as shown; the app typesets it, works out the value with its units and shows checks as TRUE or FALSE. Change any input and everything below it updates.
# Inputs
f_ck := 30 MPa
gamma_c := 1.5
b_1 := 300 mm
d_1 := 300 mm
b_2 := 900 mm
d_2 := 900 mm
F_Ed := 2200 kN
# Resistance
f_cd := f_ck/gamma_c =
A_c0 := b_1*d_1 =
A_c1 := b_2*d_2 =
F_Rdu := min(A_c0*f_cd*sqrt(A_c1/A_c0), 3*f_cd*A_c0) = kN
F_Ed <= F_Rdu =
How to use this example
- Click Open this sheet in Equation Pad. It opens as a new worksheet in your browser; nothing is installed.
- Change the inputs at the top to those of your project.
- Check the clauses and coefficients against the code, add your own checks, and save the sheet or export a PDF with your title block.
More Eurocode 2 sheets on detailing
- Nominal concrete cover
- Minimum and maximum longitudinal reinforcement of beams
- Anchorage length of bars
- Lap length of bars
- Minimum clear spacing of bars
- Minimum mandrel diameter for bent bars