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Hi Everyone, This question may seem stupid but i hope someone is willing to help Pin end cantilever column with a fixed connection on top (portal frame column, results in moment at the top. Is the moment capacity at the top connection Ms and therefore i dont need to consider the effective...

In 1170.0 table c1 under roof support elements it specifies a element as "roof elements that support brittle claddings". I cant find in the standard what they consider as brittle. Seems like a broad term. Can anyone help?

Hi Everyone, Does anyone know any books or resources to gain knowledge for the most cost effective warehouse roof type designs depending on the span and spacing. Any advice on what the most cost effective lean steel design for roof, 28m span, 1.6 head room for truss or rafter (accounting for...

Hi eng tips family Im dealing with a 45 degree pitched roof. How do i design the wall to resist the thrust. The wall is a standard stud wall 90x45 @450cc Please let me know if there are any australian standard code sections i can refer to Thank you all

Hi All, Just a question about a one way nominal width slab run In the run i have imaginary supports which are picked up in the run going perpendicular My question is how much load (self weight, live load and deadload) should be considered before the run is stiff enough to be considered to...

Hi Eng-tips family does anyone know where to find balustrade deflection limits on the australian standard kind regards,

Hi Eng-tips family, Can someone please explain to me the difference between a waler and a bearer. Kind Regards, An aspiring structural engineering

Hi Everyone, Does anyone know where i can get information on saw cuts according to the australian standard Kind Regards,

Hi everyone, are there any structural engineers that recommend books that would strengthen my designing ability (strengthen in terms of leaner designs) for timber or steel structures/frames. Books that are in accordance to australian standards are preferable. Also if theres any articles...

Hi Eng-tips community, Does anyone know how to model a curved beam on strand7 Thanks.

Hi everyone, I am having trouble understanding the meaning of clause 8.1.3. Is there a dumbed down explanation compared to what I'm finding on the internet as well as a better explanation to what Ku is compared to what is given in the standard. Any help is appreciated Sincerely, A man hungry...