CS + SS Clad (3mm)
CS + SS Clad (3mm)
(OP)
Good Day!
How can I input clad in Compress? Is it acceptable to input clad as inner corrosion allowance? Please advise. Thanks!
How can I input clad in Compress? Is it acceptable to input clad as inner corrosion allowance? Please advise. Thanks!





RE: CS + SS Clad (3mm)
Should say I am speaking generally, as I am not familiar with Compress.
Regards,
Mike
The problem with sloppy work is that the supply FAR EXCEEDS the demand
RE: CS + SS Clad (3mm)
RE: CS + SS Clad (3mm)
To account for the additional weight of the cladding, you can add a lining under the menu: Attach -> Linings. This will ensure weight is considered for seismic calculations.
I've found that to be the most accurate.
Cheers,
Marty
RE: CS + SS Clad (3mm)
The problem with sloppy work is that the supply FAR EXCEEDS the demand
RE: CS + SS Clad (3mm)
For example; ID=1800, if I consider 3mm clad as lining in compress, do I need to input 1806 for ID?
I'm just thinking too much.
RE: CS + SS Clad (3mm)
RE: CS + SS Clad (3mm)
Please see Ug-16 (e) Corrosion Allowance in Design Formulas. The dimensional symbols used in all design formulas throughout
this Division represent dimensions in the corroded condition.
If ID =1800 and clad =3 mm hence ID =1800 represent dimension in the corroded condition. ID= 1794 mm is for new condition (not corroded).
Regards
r6155
RE: CS + SS Clad (3mm)
Consider reposting your query in forum1259: Codeware: COMPRESS and you may get perspectives from a more focused on Compress crowd.