Ndarama1
Structural
- Jan 26, 2016
- 4
Hi everyone,
I have modeled a 2-story R.C building in Tekla structural designer 2017 and tried to run the analysis but the software does not apply the load combination generated on the structural elements instead only a few of the elements are designed for individual actions of the dead and imposed loads applied on the structure. This leaves elements such as the slab and a good number of beams not deigned or under designed. With the auto design option unchecked, the same problem surfaces, may someone help me out on the possible error I might have in the model. One thing I noticed is on validation of the model, there are linked members (beams) which are in different design groups and yet the software requires that all linked members must be in the same design group. Could this be source of my problem? And how do I remove the link between the members?
I have modeled a 2-story R.C building in Tekla structural designer 2017 and tried to run the analysis but the software does not apply the load combination generated on the structural elements instead only a few of the elements are designed for individual actions of the dead and imposed loads applied on the structure. This leaves elements such as the slab and a good number of beams not deigned or under designed. With the auto design option unchecked, the same problem surfaces, may someone help me out on the possible error I might have in the model. One thing I noticed is on validation of the model, there are linked members (beams) which are in different design groups and yet the software requires that all linked members must be in the same design group. Could this be source of my problem? And how do I remove the link between the members?