Dear SeismoBuild team,
I would like to ask you about the axial force generated in Shear Capacity checks in the beams. In particular, a very high value comes out; I understood that this is a fictitious force that comes out of the interaction between beam and slab and what I wanted to know is if ...
Search found 2 matches
- 16 Sep 2021, 10:26
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear capacity
- Replies: 7
- Views: 4509
- 29 Jul 2021, 16:18
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear capacity
- Replies: 7
- Views: 4509
Shear capacity
Dear Seismobuild team,
After having carried out a pushover analysis of a building, I am comparing the values obtained by the Seismobuild software of a beam, with the calculations done by hand. In particular, as regards the shear capacity, following the formula (A.12) EC8 – PART 3. I would like to ...
After having carried out a pushover analysis of a building, I am comparing the values obtained by the Seismobuild software of a beam, with the calculations done by hand. In particular, as regards the shear capacity, following the formula (A.12) EC8 – PART 3. I would like to ...