Hello everyone, I have the following query:
I have a model of a canopy with rectangular columns, I-beams and trusses made with SAP2000. When I want to import in Idea Statica a set of elements connected to a node, to design the connection, nothing matters to me, it just throws me this message
“An...
Good morning, gentlemen
Could someone help us with the following.
In the model with ETABS 18.0.2 of the attached file we get to perform the analysis and we are ready to calculate the design.
The problem we have is that the design menu its options appear deactivated, which does not allow the...
Greetings to all:
Could someone have the solution to the following case.
The following figures correspond to the same 50x50 centimeter section of a column modeled in "Section designer" in ETABS.
As can be seen in one there is greater shear reinforcement (confinement bars); the problem that...
Good evening, In ETABS we can define the material for the reinforcement with a material, for example, for Fy = 4200 Kg/cm².
Someone could indicate how the material for welded mesh is defined with a Fy = 4900 Kg/cm² (70,000 Lbs/in²).
Is the type of material also defined as reinforcement?
regards
A question:
Regarding the application of "Rigid Diaphragms" in a slab, when you have a roof with a part with a concrete slab and another with sheets, how is the diaphragm applied? Either the entire roof is taken or only applied to the area with concrete slab.
To give an example, the following...
In ETABS 18 I want to get the total CUTTING EFFORT at the base of various walls of my model, through the command "Draw Section Cut ...", this command DOES NOT WORK!
See Figure
Has anyone had this problem?
Is it a program defect? or will I need some configuration in ETABS?
regards
