Whitmore section of Gusset plate for staggered rivets
Whitmore section of Gusset plate for staggered rivets
(OP)
which is correct whitmore width for gusset plate from attached sketch.
Is it whitmore-1 or whitmore-2?
Is it whitmore-1 or whitmore-2?






RE: Whitmore section of Gusset plate for staggered rivets
Previous post has whitmore width-2.
Which is correct whitmore width of the member from sketch -1&2.
RE: Whitmore section of Gusset plate for staggered rivets
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Whitmore section of Gusset plate for staggered rivets
RE: Whitmore section of Gusset plate for staggered rivets
However, I am new to this type of examples. I will see end result.
But can we ignore staggered rivets and consider it as if uniform for time saving and conservative approach. Just a thought. What do you think?
RE: Whitmore section of Gusset plate for staggered rivets
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.