Cantilever scaffold

[byk3bep]

Hi all and thx for taking the time to share the knowledge

I'm a young struc. eng. and I have some concerns about the current task I'm facing.
The scaffold for facade work is to be built out of rux65 super, but the base is to be in line with 1st floor lvl (some 4-5m above the ground lvl-sloping site). There can be a support structure max 10cm from the face of the building at ground lvl. Also there cant be any structure coming through the openings at higher lvl's then 1st floor. In the attachments the basics are illustrated.

So the adequate design of scaffold load baring sub structure is the goal.
I have not been able to come up with a satisfactory solution to this problem.

Thx for any advice you have, it's greatly appreciated

 

[thaidavid40]

I don't understand any of the language on your slides, or the nomenclature. Do you have an English version of this file which you could share with us?

Thaidavid

 

[byk3bep]

My apologies

Here is the one in English.
Again, in cross sections you can see the height that the scaffold is going to start at.
The structure that is to hold up the shown scaffold is the topic, and due to the space restrictions it is proving to be more than a challenge.

The preferred solution would be the one done with pipe scaffold parts

An of course...
The cheaper the better...