Vibration analysis using AISC Design Guide 11 when supported on walls
Vibration analysis using AISC Design Guide 11 when supported on walls
(OP)
Anybody has any idea how to calculate the acceleration of a Composite steel deck supported by joists that at the same time are supported on CMU or Reinforced concrete walls?
It's not taken into consideration in the Design Guide examples and I don't know if assuming the wall is a deep beam would be permissible or if in any case it'd either reduce the accelerations to a permissible level. Murray's software supposedly does take into account the walls but the Design guide doesn't really mention it. I'm trying to write a program in python to carry out this automatically (based on floorvibe, with a similar GUI)and drawing information directly from AISC shape and Joist institute's database.
ANyhoo, I hope somebody can point me in the right direction, thanks !!!
It's not taken into consideration in the Design Guide examples and I don't know if assuming the wall is a deep beam would be permissible or if in any case it'd either reduce the accelerations to a permissible level. Murray's software supposedly does take into account the walls but the Design guide doesn't really mention it. I'm trying to write a program in python to carry out this automatically (based on floorvibe, with a similar GUI)and drawing information directly from AISC shape and Joist institute's database.
ANyhoo, I hope somebody can point me in the right direction, thanks !!!






RE: Vibration analysis using AISC Design Guide 11 when supported on walls
RE: Vibration analysis using AISC Design Guide 11 when supported on walls