according to BS6399-1:1996 Loading for buildings
loadings to be:
Roof Dead Load 0.85 kN/m² Imposed Load 0.85 kN/m²
Ceiling Dead Load 0.25 kN/m² Imposed Load 0.25 kN/m²
Floor Dead Load 0.50 kN/m² Imposed Load 1.50 kN/m²
Walls Partitions 0.50 kN/m² Blockwork (100) 1.80 kN/m² Brickwork (112.5) 2.50 kN/m²
example here
What do you understand from that?
That is a genuine question by the way.
@lynx started
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according to BS6399-1:1996 Loading for buildings
loadings to be:
Roof
Dead Load 0.85 kN/m²
Imposed Load 0.85 kN/m²
Ceiling
Dead Load 0.25 kN/m²
Imposed Load 0.25 kN/m²
Floor
Dead Load 0.50 kN/m²
Imposed Load 1.50 kN/m²
Walls
Partitions 0.50 kN/m²
Blockwork (100) 1.80 kN/m²
Brickwork (112.5) 2.50 kN/m²
example here