Hi!
Where do we get the C1, C2 and C3(0 in most cases) values, for the different shape of BMD, for the calculation of the Mcr(LTB)?
I found the old table from the Eurocode 3 draft(ENV-1992-1-3), but if I use these values, and do a hand calc, I don't get the same result as the design programs...
Hi everyone!
Can you help me please, where can I find a design guide on this type of punching shear and maybe flexural failure on a column web, like in the picture below.
I'm from Europe, but US guide is welcomed too.
Thanks in advance!
Hi guys!
I have a big problem with lateral load from the trusses in the case below.
If I make the support pinned-pinned on the wall, I get a large lateral force, which the beam, and the wall can't support.
We thought about getting a roller support on the right side(details below) and pinned...
Hi all!
What is the best solution, if I have a CFS truss like the one below where I have the support and the discontinuity in the top chord so close to each other? Do you think it's ok how I designed it?(the doubled vertical members are perforated so the diagonal can go through)
This is an...
Hi everyone!
In advance, I want to say sorry for my English, especially for the technical expressions, they can be inaccurate sometimes.
Would you consider Bearing Resistance of the plate in a connection like the one below when we design the connection for axial load in the stud(Stud and Track...
