At these states it has to be demonstrated that

where Efd is the design value of the effect of actions at the SLS and Cd is the limiting design value of the relevant serviceability criterion (i.e. vibration or deflection criterion), given in EC5 and the UKNA to EC5.

At the SLS the partial factors y G and y q used to derive the design value of the effects of actions are set equal to 1 and the particular loading conditions used for these states are summarised below.

0 0

Post a comment