reporting stair load

sefabzdğ

New Member
a ladder we drew; Let's assume that we perform the analysis by specifying the stair support conditions and choosing the Semi-Rigid diaphragm. We can see in which part of the report the stair loads are loaded into the system.
 
"sefabzdğ":o6glft5c" said:
Let's assume that we analyze a ladder we draw, by specifying the ladder support conditions and choosing Semi-Rigid diaphragm. We can see in which part of the report the ladder loads are loaded on the system
In the semi-rigid diaphragm solution, the ladder loads are considered as external loads to the structure. Building-stairs are solved together, rather than being effected.The ladder loads are already in the system... Therefore, the report you want is not in the program. You can see that the ladder is resolved together with the structure by looking at the deformation of the structure in the 3D frame.
 
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