1.
Downloading PDFs of ICBO/ICC Reports - Am I Missing Something ...
I've tried downloading some ICBO, er, ICC reports but I get an error which says ... ESR-1355 and 1385 (newer reports), but not on 4627 (an older report). ...
2.
To Span 250m in Earthquake Prone Zone - SEAINT Mail Archive ...
I am working on the design of an olympic stadium in an extremely earthquake prone zone (magnitude 7.5 was experienced in 1989). Any ideas on the best way to ...
3.
Re: Earthwork specifications and the Geotechnical Engineer ...
What I find baffling is the attitude on the part of a significant number who strongly resist involvement in the preparation of the earthwork specifications ...
4.
Wood Truss Rafter Center Uplift - SEAINT Mail Archive - Civil ...
Feb 2, 2000 ... The roof will have metal >>press plate truss rafters at 2'-0" o.c. The bearing walls for the floor >>framing are the exterior longitudinal ...
5.
Wood Truss Rafter Center Uplift - SEAINT Mail Archive - Civil ...
Feb 2, 2000 ... The roof will have metal >>press plate truss rafters at 2'-0" o.c. The bearing ... Prev by Subject: Re: Wood Truss Rafter Center Uplift ...
6.
RE: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 ...
Subject: Stucco or GWB as shear wall in seismic zone 4 (1997 UBC/2001 CBC). I haven't used stucco or GWB since Northridge, but a new customer is asking ...
7.
RE: Timber retaining wall (railroad tie) - SEAINT Mail Archive ...
I've been asked by my boss to design a railroad tie > retaining wall, however, I can't find much > information > on how to actually design this system. ...
8.
Re: lag screw standard? - SEAINT Mail Archive - Civil Engineering ...
The rules are based on lag screws that conform to ANSI/ASME Standard B18.2.1-1981. Appendix L of the NDS gives lag screw dimensions, and a footnote to Table ...
9.
Re: Pile Modelling in CSI SAFE - SEAINT Mail Archive - Civil ...
Subject: Re: Pile Modelling in CSI SAFE. Just a thought. F = k x delta ... CSI SAFE program. I already modelled the mat and my problem is to ...
10.
Re: Raised garage slab - bad idea - SEAINT Mail Archive - Civil ...
Apr 16, 2004 ... I am doing residential structural plans for a construction company that would like to raise the garage slab above a sloped grade to reduce ...