Hi All
I was wondering if there is a max depth for steel beams, in order to comply with AS4100 or NZS3404?
I found couple of slenderness ratios but didn't find any maximum depth limit, for welded beam in orders of 1.2-1.5m deep.
Hi there,
a timber deck has been put behind a 1m high retaining wall, I have to check the capacity of a this wall due to the new loading, I know how to get earth pressure, but how would you convert a point load from the deck post applied on the wall to a thrust? or what is the easiest way to...