Not exactly cantilevered, it has some restraint at the end of the column. I have the ability to restrain the column at as many points as I need in the 'x' direction, but it cannot be restrained in the 'y' direction, until at the very end of the column (at height=26m).
There will be a...
The visual appearance of the columns and wall cladding are not of importance at this moment in time of the conceptual design stage. I'm just trying to gather ideas on how to form the columns, given that they are 26m in length.
The columns / wall will be mostly hidden, it is the roof that will...
Sure, but universal columns and any standard columns for that matter are surely not appropriate for a column of such length, no?
Would I have to design a composite column to be able to develop stability and resistance to buckling?
Hi there,
I'm designing the wall of a stadium and, due to the design of the roof, I need to implement free standing columns that are 26m tall. The columns can be restrained in one direction (let's say x), but not the other (y), since the space in the 'y' direction must be free. The columns will...
The rectangular fastening is fully fixed to a stable structure. The support is very small and the pipe quite long, although much of the weight is reduced due to it being almost fulled submerged in water.
Is my assumption of the calculation of shear stress in the fastening an over...
I have a problem in which a worn rectangular fastening is supporting a vertical steel pipe from the side of the pipe.
I must calculate the stresses within the fastening in order to determine whether the pipe is able to withstand further loading or not.
Would I be correct in assuming that the...
