Detail for Support of Steel Joist Ends
On 27/08/2020 20:00, BR wrote:
Yes, that's the way to do it. A good reason for not using pre-made
padstones is that you may well find that your RSJs have some twist. That
would seriously reduce the contact area. Casting concrete in situ
ensures maximum load bearing.
You know that bit just above where you wrote where it says "posted 15
years ago"?
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