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According to structural engineer's suggestion 3 meter spanning is too small for steel structure, hence number of columns can be reduced. Some of the columns can be moved for a certain distance and be hidden in walls.

Rooftop steel frame structure

Concrete rooftop

Load bearing steel frame structure

Non load bearing gypsum partition wall with timber cladding

Composite concrete floor

Load bearing steel frame structure

Non load bearing gypsum partition wall with timber cladding

Concrete ground

Setting up a grid system for primary structure, so that the columns will have a regular pattern

3 meters is the maximum spanning distance for timber cladding, therefore, they will be fixed to some wood battens with maximum gap of 3 meters. 

Structure design

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Manchester School of Art

Manchester,UK  M15 6BR

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© 2016-2017 by Yuchen Wang. 

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