October 31, 2014 at 10:05 am #668
New Leaf Design
Karl, just one quick point – do you know why this table seems to allow greater spans: http://www.dfpni.gov.uk/d.pdf
(page 12) the span allowed for a 47×145 Joist at between 0.25 and 0.5 Kn dead load seems to be 3.06m? scratching my head a bit here!