Search results for query: *

Hi Guys, Any one familiar with mathcad prime 3.1? I am trying to create a drop down list(or list box) which allows me to do things similar to this: Does prime version mathcad even gives such a function? if it does, can anyone give me a hint of where to start? Thanks a lot![/b]

Guys, Does anybody know what are the popular Curtain wall design software based on AUTOCAD? I intend to use this for glazing take off and drawings. it would be good if it can do some structural and thermal calculations as well i am locating in Australia, so preferablely to use the most common...

Sorry BA, typo mistake i have made. I meant elastic section modulus and effective section modulus, both of which are being mentioned in AS 4673. I understand the concept of section modulus and young's modulus, thanks

G'day guys I am designing a 'T' section which is make of stainless steel grade 316 (316 L). Currently I am referring to AS 4673 section 2 for checking all the bending shearing and deflection. However, I am not very familiar with the code and there are some terms which I could not fully...

Hi hokie, the project has been just started. I don't think the building will be taken through a wind tunnel test unless AS specified so. Also I don't have a access to CFD software either, so just hoping there is a way I can get a good estimation out of the AS1170.2.

hi Retrograde. My original solution was to use kl=2 for local pressure factor, sort of use a intermediate value, not so conservative(ie. Kl=3) . But I just found hard to convince myself with a more proper engineering explanation. If you are able to give me some tips from other professionals...

Trenno and Retrograde, you are right, I am looking at window cladding design. thanks

Thanks Retrograde, According to your recommendation, if there is a rounded shape building, its wind load should be carried out by the section C5.2.1, circular bins then. Am I correct?

Hi guys, I am tying to work out the wind load for a 100 meter tall building by using AS1170.2. The building has no shape edges(corner radius very large compare to the building's width and length), Just wondering should I apply Kl=3 to the side wall negative wind load in this case? If yes, is...