# Equivalent Static And Accidental Torsion Load
Many seismic codes have procedures for calculation of equivalent static or accidental torsion loads.
GSA provides a method of calculating these loads.
The first stage in the calculation is to establish the nodal masses.
This includes the mass of elements plus the additional mass derived from
any loads. If a modal analysis has previously been carried out this
information is picked up from that analysis task. For each storey we can
calculate the storey mass
If a response spectrum case has been selected the base shear,
At this point different codes have different requirements. In UBC 1997,
depending on the period, an additional force,
For IBC and FEMA an exponent
For other codes
# Equivalent Static
We then calculate the force to be applied to each storey,
And for the top storey
This storey force is then distributed to the nodes,
# Accidental Torsion
For the accidental torsion we calculate the storey masses as for the equivalent static and we calculate the centre of mass of each storey. Storey calculations are relative to the centre of mass. We also need the width of the storey which is calculated by the difference in the extreme coordinates in the direction of interest.
We have an offset,
This is then applied as forces to the nodes in the storeys
As well as a resulting torsion on the storey this may lead to a force
So we correct for this by adjusting these forces by
And sum the moment on the storey is
Finally we adjust these force values so that we have the correct moment on the storey