Sujitha Menon
Civil/Environmental
- Nov 18, 2020
- 14
Good day
This is for a project in Dubai where in I have a 50m cantilver edge at the corner of the building starting from 2nd floor and the building projects out to carry 10 floors of hospital above . what will be the best proposal to design this area.The General internal floor slabs are flat slab with column drops.As cantilver support columns are spaced at 10m apart can I propose a deep 50m cantilver steel truss at every 10m span .with a back span for the span.How do I curb the huge moments incurred in the supports.Is there any option other than steel.Great if you can send me any reports you have in hand .Yes it is a 50m cantilver transfer slab--
This is for a project in Dubai where in I have a 50m cantilver edge at the corner of the building starting from 2nd floor and the building projects out to carry 10 floors of hospital above . what will be the best proposal to design this area.The General internal floor slabs are flat slab with column drops.As cantilver support columns are spaced at 10m apart can I propose a deep 50m cantilver steel truss at every 10m span .with a back span for the span.How do I curb the huge moments incurred in the supports.Is there any option other than steel.Great if you can send me any reports you have in hand .Yes it is a 50m cantilver transfer slab--