Capacity Checks (NTC-18)

All the member checks (chord rotation capacity and shear capacity) should be carried out for all the elements of every floor, according to section 4.1.2.3.5 of NTC-18 and section C8.7.2.3 of the commentary, considering the members as primary or secondary (section 7.2.3 of NTC-18) seismic elements.

In SeismoStruct the capacity checks available are the following:

• Deformation Capacity

• Bending Moment Capacity

• Shear Capacity

• Masonry Elements