questions about ETABS.
1. How to introduce two beams that are offset from the plane of the column section, i.e. the beams on either side of the section do not share the same point of the column section. How to create a link between these two points to simulate the support of the beams to the...
Hello colleagues,
I have two questions to resolve in ETABS.
1. How to introduce two beams that are offset from the plane of the column section, i.e. the beams on either side of the section do not share the same point of the column section. How to create a link between these two points to...
Hello fellows,
The issue is that I can't see rebar detailing on some walls stacks, although on others they are represented without any problem. In particular, the detail of the retaining wall in the basement is shown without any problem, but not the rebar detailing of the walls of the elevator...
Hello guys,
After creating the building model, I checked the model and did not get any errors.
However, when trying to create the model alive in ETABS, in the connections between the floors and the walls of the elevator shaft, stiff elements are automatically generated by the program at all the...
hello colleagues,
Let's look at the case of a roof for a residential building in the shape of a pyramid trunk, with metal beams on the contour of the faces in horizontal planes at successive levels in height and beam elements in the plane of the faces (the faces are defined as if they were a...
hello fellows,
in ETABS program, how to create a body constraint between points on the perimeter of a flat quadrangular surface and a point in the center of mass of that surface, without resorting to modeling a slab and, therefore, ignoring the automatic calculation of the same point from a...
I have a doubt about the interpretation of clause 4.3.3.3 of EC 8, when it establishes that the sum of the effective modal mass for the modes to be considered in the modal analysis, must represent at least 90% of the total mass of the structure. I suppose that the mass of the structure referred...
Hello fellows,
In Etabs, how can we constraint an end joint of a beam offseted from the plan where lies a column to the top centroid joint of these column, so that the forces at the end of the beam are correctly transferred to the centroidal axis of the column?
Thanks in advance
