📄 Normalised Mean vs Compressive Strength

Normalised Mean Compressive Strength vs Compressive Strength



In MasterSeries you can tell the program which unit strength type value you are supplying by using the Specify Normalised Mean Strength toggle in the Masonry-unit dialog:

Toggle positionWhat you enterWhat MasterSeries does
On (box ticked)Normalised mean compressive strength (N/mm²) – e.g. the value already adjusted to 15 °C / 65 % RH and normalised to a 100 mm high, 100 mm thick unit

Uses the value exactly as typed when it evaluates
Off (box unticked)“Compressive strength (equiv. air-dried)” – the strength of the actual specimen tested
Multiplies your input by the normalising factor (per EN 772-1 2001+A1:2015) to obtain the normalised mean strength automatically

So, if you have the normalised value from the laboratory, simply tick the Specify Normalised Mean Strength option and type that figure in.

If instead you only have the unit’s tested compressive strength, leave the box unticked; enter the tested value and MasterSeries will apply the height/width normalisation factor for you.

The normalising factor is calculated via the following way

  • If the unit is exactly 100 mm high and 100 mm thick, the factor is 1.0, so the tested and normalised strengths are the same.

  • For taller or thicker units the factor is > 1.0 (normalised strength is higher); for shorter or thinner units it is < 1.0.


Design output

This is noted in the output as follows

Specify Normalised mean compressive strength (ON)

Specify Normalised mean compressive strength (OFF) - Compressive Strength (equiv. air dried)


Blocks laid on flat

Note special case for blocks laid on flat for EC6 UK National Annex, table NA.4 Note D. 
"When aggregate concrete masonry units are used laid flat, the normalized strength of the unit should be calculated using the width and height of the unit un the upright position along with the compressive strength of the unit tested in the upright position"

Hence with you specify the following in EC6 using UK NA for blocks lad on flat.


The shape factor remains > 1.0 as if the block where vertical


Where as for other country NAs and euro norm the same block on flat would be weaker at