Thanks hokei66!
I'm aware of the 1200WB, but my question is, is there a limitation on the depth of beam in AS4100? can we design 1.5m deep or 1.8m deep beams in accordance with AS4100, or AS4100 can't be used after certain depths?
Thanks
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 sketch of the wall is attached. I just to know how to convert that 3.14kN point load to a horizontal thrust,
thanks for helphttp://files.engineering.com/getfile.aspx?folder=341316fb-daac-4766-bdc4-b2a22090de83&file=SKMBT_C25011062809280.pdf
Hi There
thanks for your attention and help.
the footings are very close close to the wall and about 300-400mm deep. the footing will cause a point load, and my from calcs the footing will induce a 3.41kN point load, how would I convert this into horizontal thrust?
your help is much appreciated
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...
