Hi,
I am building a (static seismic) piping model in a seismic area class 2A (Libya).
Looking at the input box. located in model tab at the top of page> Seismic wizard.
I am having trouble locating an explanation of where max. response acceleration (ss) figure comes from.
Following the help...
Hi,
Sorry I dont have a reference to any codes for my problem, all I can supply is the actual work through. It is a worked example from Caesar stress analysis software.
The Importance Factor IE = 1
The Component Response Modification Factor RP = 12.0, from Table 13.6-1 for "Piping in...
Hi,
I am trying to understand an example for calculating seismic acceleration.
The equation identifies seismic acceleration limits of 1.6 and 0.3. I have checked ASCE 7 but cant seem to find any information on this matter.
Any explanation of what these numbers represent and where they come...