DLC1
I had 2 on file. That last post is a good one, try this other one.
I located this one on toolbase.org via a search of fplates.
http://www.toolbase.org/docs/MainNav/WoodFrameConstruction/2947_flitchplate.pdf
It is a fine detail breakdown of other wood types.
Hope it helps.
Ray
see if this helps
Design Guides for Flitch Plate Beams and Lally Columns
(.pdf) 1,959 KB.
it prints out at 76 pages, but worth it
http://www.destefanoassociates.com/tech/tech.htm#sidocs
Ray
RDK, the man wanted ... "I'm hoping a 8" I-beam will work out"
All of your post is a nice reference, but the 8" height requirement for the design is what's needed, we can always do it at 12". As far as the fire situation goes, do you really think that a 24' square...
b001,,
Using your 660#/ft your 12"x30# works only if it has ""full lateral side support "". If he can"t support it fully then a 12"x40# works fine with a "actual"deflection of .58" ..with a allowable def. of .800"..
If you need the...
http://www.nortonmetals.com/channel.htm
found this with a search looks like the last line CHN81875
CHN885
8
1.875
0.180
8.50
170.00
340.00
CHN8115
8
2.260
0.220
11.50
230.00
460.00
CHN81375
8
2.343
36...
If it is a typo? I have a 8x.487 "web thickness" listed in a old Bethlehem structural shapes book. I this what you mean? I can fax you a copy .... need #
Getgo@bigfoot.com
A Hot load also is known as a "in the field" term when the delivery truck has exceeded it arrival time...load was in the barrel too long.over specs. reject the truck!!
Well, if all else fails, this may be the end result.
Why not just pour a new properly designed footing directly over the existing...using the misplaced footing as the "good bearing soil" .. This new raised footing could be designed to be flush with the inside finished basement wall...
Three ways I know::::::
open up excel, while its opening the # appears.
After you have excel open, you can open up help, about excel you will see the #.
you can open "regedit" under the run button, proceed down...
Check this site out.......Ray<br><br><br><A HREF="http://geotech.civen.okstate.edu/ejge/ppr9601/retwall.htm#Retaining" TARGET="_new">http://geotech.civen.okstate.edu/ejge/ppr9601/retwall.htm#Retaining</A> Wall Design<br><br>also <A HREF="http://www.ggsd.com/"...
