Hello All, I need to know the exact difference & exact application of CJP & PJP weld & specially with respect to moment connection. Thanks & Regards SK ...
51110
G&C
ba_split
Sep 1, 2008 2:41 pm
Complete AND Partial Joint Penetration (Weld) ... From: suyog.kulkarni To: steel-detail@yahoogroups.com Sent: Monday, September 01, 2008 3:26 AM Subject:...
51111
jatech@...
davelowenhoo...
Sep 1, 2008 3:20 pm
In 25 words or less??? Read AWS D1.1, D1.5 or CWB W59.03 Dave...
51112
cap'n ron
steelart2000
Sep 1, 2008 3:21 pm
The difference and exact application with respect to moment connections is not an e-mail post, it is a semester. AISC design guides 13 & 21 may help: ...
51113
cap'n ron
steelart2000
Sep 1, 2008 3:42 pm
Honestly, Dave, you can't possibly read more than about 2 or 3 pages of AWS D1.1 without falling asleep. The references I recommended are much more exciting....
51114
James Irwin
jirwin@...
Sep 1, 2008 3:58 pm
I'm happy to see that you're in today. Do you have a full crew? James C. Irwin Irwin Steel _____ From: steel-detail@yahoogroups.com...
51115
cap'n ron
steelart2000
Sep 1, 2008 4:22 pm
No, only management. Ron ... From: James Irwin To: 'cap'n ron' Cc: steel-detail@yahoogroups.com Sent: Monday, September 01, 2008 11:58 AM Subject: RE:...
51116
James Irwin
jirwin@...
Sep 1, 2008 4:28 pm
My shop is working but I'm the only one here in the office. I'm working on clearing my desk. It appears that, as I suspected, it has a brown top. James C....
51117
steel-detail@yahoogro...
Sep 1, 2008 7:04 pm
______________________ Steel-Detail List Info ... This message includes important information for subscribers. * WHAT'S NEW! * How to unsubscribe from the list...
51118
Eddie's Drafting
eddiesdrafting
Sep 2, 2008 1:25 pm
Hi All, A while back Clint Strain sent a PDF showing ladder stringer sizes for max. unsupported lengths. Unfortunately I cannot locate that file. A client of...
51119
Rene Savoie
rene.ecd@...
Sep 2, 2008 2:00 pm
Hi all, Can someone e-mail me a ladder to grating conection, I am not usualy doing misc metal. also what is the standard weld on grating band and kick plate? ...
51120
island_hopper77
Sep 2, 2008 4:33 pm
Greetings everyone, I own a small structural steel detailing company called Southern Cross Detailing. My partner in this business is terminally ill with...
51121
Alexandr
yamburg
Sep 3, 2008 2:38 pm
Group: New Benchmark editable symbol available for downloading at: http://www.nyacad.com/Download/BenchMark-L.zip Using: Insert, explode block and edit text...
51122
Tim Simpson
twsds2000
Sep 3, 2008 3:42 pm
What’s the rule for painting or not painting the top flange of composite floor beams that will have studs field welded down after deck is placed? Always...
51123
Jeff Davenport
jeffd@...
Sep 3, 2008 3:58 pm
I always leave it unpainted. Most people can't or won't shoot studs thru deck when the beam is painted. Jeff Davenport Rodgers Metal Craft, Inc. Phone -...
51124
kevishev
Sep 3, 2008 4:09 pm
Always leave unpainted. Kev ... composite ... placed? ... called out ... 9/3/2008...
51125
Ambarish Mehta
anm01@...
Sep 4, 2008 1:19 pm
I always leave it unpainted. ... From: steel-detail@yahoogroups.com [mailto:steel-detail@yahoogroups.com] On Behalf Of Tim Simpson Sent: Wednesday, September...
51126
pgp_engineeringconsul...
pgp_engineer...
Sep 5, 2008 5:25 pm
require about 1200tons of Q235B grade steelor IS 2062 sheets 650tons shets,65 Tons channelsAngles 150tons I beams, round bars 40tons, seemless steel pipes 150...
51127
LARRY M
larrymeissner@...
Sep 5, 2008 5:35 pm
TO ALL, ON EXTERIOR LINTELS (BEAM + BOT PLATE) DO YOU GALVANIZE THE BEAM ALONG WITH PLATE OR JUST PLATE? I HAVE A SITUATION WHERE WE JUST GALVANIZED THE PLATE...
51128
Jack
jack_pelamati
Sep 5, 2008 5:49 pm
Is any part of the "beam" exposed to outside air? If so, it should be galv'd. If its concealed only by a mortar joint you might loose the argument. ... ...
51129
scott
scottjamesalex
Sep 5, 2008 5:49 pm
Larry ALL LINTELS GALVANIZED. End of sentence. Next problem. Galvanizer will not pickle pre galvanized material. You will have to remove galv plate add new...
51130
Jay Gold
jgssfi
Sep 5, 2008 6:09 pm
Larry, We would have galvanized the plate and beam as one unit. A lot of specs require galvanizing after fabrication. If that is not included in the...
51131
Eli Shaver
elishaver2000
Sep 5, 2008 6:18 pm
I have seen it both ways. Depends on the spec & final finish the job is using. Here is another question...if the lintel is galvanized after fabrication (beam...
51132
Jay Gold
jgssfi
Sep 5, 2008 6:25 pm
We only seal weld if drawings or spec calls for it to be unless it is exposed to weather on a continuous basis then we would automatically seal weld it. Jay...
51133
Jack
jack_pelamati
Sep 5, 2008 6:30 pm
If you seal weld the assembly then you need to pay attention to the number of square inches of surface area that is "sealed" or risk explosion during the galv...
51134
Eddie's Drafting
eddiesdrafting
Sep 5, 2008 6:33 pm
One of our fabricators actually uses a silicone type caulking between welds instead of sealwelding to eliminate risk of explosion during galvanizing. Eddie ......
51135
cap'n ron
steelart2000
Sep 5, 2008 6:56 pm
To comment on the original question: I wish I could offer some helpful way out for you, but the beam and plate constitute the "lintel." If the spec. required...
51136
Joe Slater
joeslater63
Sep 5, 2008 9:44 pm
Here's one for you. I'm detailing a project that calls for all the HSS beams and columns to be galvanized for the high roof and the pressbox level. The columns...
51137
Mike Harrison
mikeh9ca
Sep 5, 2008 10:59 pm
Does anyone know of a supplier of electric wrenches and twist off torque control bolts in ½” Dia A325 [Non-text portions of this message have been removed]...
51138
John D. Norris
andsteel2000
Sep 8, 2008 1:27 pm
We are doing a project similar. Four levels of catwalks made out of HSS 8x2x1/4, over 200 pieces, all field welded. John D. Norris Anderson Steel Lawrenceburg,...
