Dear Friends,
I'm trying to model simple floor using composite steel structure, I'm new for this kind of modeling and I need some help for the first time. The information of my model are as the following:
concrete strength = 25 Mpa.
Rip width 100mm
Rip hieght 46mm
Stud length 100mm
Load 6.0 kN/m2
Rip direction runs perpendicular to joists direction (IPE 160 ) and parallel with main frames ( IPE 450 ).
I need to design the system based on ASD method and check for the floor vibration.
thank you so much .
(Please visit the site to view this file)