I am reviewing an existing built house, and I mean into this issue:
a Colored rusted Wx10x26 I-Beam, Span 25 ft and supported a roof truss from both side and the tributary Areas approximately 25x26, and the beam supported by 6x6 wood column, the hight of those columns approximately 20 ft
first...
what we are looking for when we need the existing basement foundation wall to be certified for addition
do you have an examples of certification letter
Hi
I was reading some of the post, and I wonder if any one provide a complete design for gated crash barrier
and show the detail design computations
thanks