RC beam analysis & design (EN1992): Lever arm limit for shear different to the code

Tekla Tedds flexure
Not version-specific
Tekla Tedds Tekla Tedds for Word
Environment
Eurocode
See the RC beam analysis & design (EN 1992) Simple Beam Example from the library.

In the calc, a lever arm, z, has to be calculated as part of the 'Rectangular section in flexure (Section 6.1)' checks.  This is worked out using z = min((d / 2) x [1 + (1 - 3.53 x K)^0.5], 0.95 x d) = 422 mm  This is taken straight from the Concise Eurocode 2 document, published by the Concrete Society, section 6.2. However, a lever arm value is also used in the 'Rectangular section in Shear (Section 6.2)' checks.  Tedds uses the same value of z for these shear checks as the one used for the flexure checks.  However, in clause 6.2.3 of EC2, it suggests a value of 0.9d, instead of 0.95d as used previously.

The difference between 0.9d and 0.95d is considered nominal. As z has already been calculated once, it seems odd to have two different lever arms, and the clause 6.2.3 says “approximate”.  It should be noted that the z value being used in both checks is the calculated value, so should be more accurate in most cases. It is the limit for this value that is just marginally different.
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