Apr 9, 2003 · The design load of a structure is the probablistic loading of the structure that would put the structure into a failure mode.

May 31, 2010 · Type 3.1 MTR / MTC is issued by the manufacturer and counter signed by a member of the manufacturers quality department - this is the most common. Type 3.2 MTR / MTC is issued by the manufacturer for more critical applications. The testing at the manufacturers is witnessed by a third party and certificate reviewed against actual test results.

Jul 21, 2009 · I'm having a bit of a hard time attempting to define an RSURFU. I don't actually know where to start on it. I've tried doing some internet searching, but I can't figure out how to define it. I basically have a quarter-symmetry model of a washer, and want to expand the ID to a larger diameter.

Nov 15, 2013 · I am reviewing an MTR for carbon steel pipe. Our Design calls for Grade 290 steel as per CSA 245.1. In the MTR, the material is certified to three different specs: ASTM53/API5L/CSA 245.1, all for the correct grade. Both API5L and CSA 245.1 require that the steel be semi or full killed while ASTM53 has no mention of it.

Sep 29, 2012 · I'm trying to define a bunch of loads on multiple noads that I have listed on a table. I have a colum of nodes with their respective loads (x,y,z) and the only way I've found to key in these loads so far, it's to plug them in one by one by selecting the node and then defining the load on that node. This is very tedious when you have a long list.

Aug 10, 2002 · Could someone please explain the difference of what appears to be two different subtypes of 316L S/S. (DIN 1.4435 and DIN 1.4404) Also, does BPE subgroup of ASME recognize DIN 1.4435 as a Pharmaceutical or Biotech grade? Would a problem occur if a 1.4404 fitting was unknowingly welded to a...

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Oct 2, 2012 · define > mass sourse > mass definition > from loads all dead loads inclouding own weight , partitions, floor cover atc... , Multiplier = 1.0 for mechanical loads , Multiplier = 1.0

Mar 25, 2008 · Hello, I have a created a user defined mill tool and I am having trouble exporting it to another part file. Also, there does not appear to be an option to export the tool to the tool library? Do I have to recreate this tool in every part I want to use it in? Thanks, Rick

Apr 2, 2010 · I want to do a Nonlinear Time History Analysis to a building. Because I have non-zero initial conditions, I have to use the Direct Integration method. The problem is that for direct integration method, I do not know how to set a constant damping coefficient of 0.05. In the following form...