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- What is a full strength penetration weld? - Structural engineering . . .
The term "full penetration" (FP) means complete joint penetration (CJP) as opposed to partial joint penetration (PJP) Fig 8-22 In some cases, as pointed out by Jt12, full strength can be achieved without full penetraion IMO, the term "full strength penetration weld" means, a CJP (FP) welded joint that can attain full strength
- pipe penetration on structural members - Eng-Tips
Also, plan for horizontal penetrations to be outside the compression block in sections with heavy flexural stress Horizontal penetrations may interfere with longitudinal reinforcing placement, so look carefully at this DO NOT attempt to relocate prestressing strand to avoid penetrations - move the penetration
- Excess Root Penetration - ASME (mechanical) Code Issues - Eng-Tips
The Code is very clear on this - there shall be FULL penetration My opinion anything beyond full penetration at the weld root provides NO benefit, and could be harmful in certain applications Keeping this in mind, one could make the case that ANY amount of excessive root penetration is NOT acceptable going above and beyond code requirements
- Is 100% UT or RT required to full penetration weld? 2 - Eng-Tips
joint-penetration (CJP) groove welds subject to transversely applied tension loading in butt, T- and corner joints, in material 5 16 in (8 mm) thick or greater For structures in risk category II, UT shall be performed by QA on 10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading, in
- MAX. PENETRATION, MAX. CONTACT FORCE ERROR and NEGATIVE EIGENVALUES . . .
PENETRATION, MAX CONTACT FORCE ERROR and NEGATIVE EIGENVALUES is a problem or i can stay with them? If yes, how can i fix them and how they afect my results Some exemples: "***WARNING: THE SYSTEM MATRIX HAS 23 NEGATIVE EIGENVALUES " "MAX PENETRATION ERROR 2 51836E-09 AT NODE SUPORTEPE-31-1 904 OF CONTACT PAIR (ASSEMBLY_S_SURF-822,ASSEMBLY_M
- Roof Penetration detail through Metal Roof 1 - Eng-Tips
Penetration-Free Attachment A first rule about any rooftop mounting is to do it without penetrating the roof membrane whenever possible While this may seem obvious, on metal roofs, it is often violated The norm for attaching things seems to be: "anchor to structure through the roof "
- Penetration in Concrete Precast Panel Wall - Eng-Tips
Hi, I am supporting a project involving new piping through an existing 6" precast panel in a steel "butler" building (built in 1988) Contractor needs to make an opening for a 24" pipe (opening size will be ~26" diameter) Challenge is the only location for the pipe is at an elevation that it
- Steel Beam Penetrations (Sizes and detail?) 1 - Eng-Tips
I am running into a problem in the field where beam penetrations through my steel beams need to occur Our detail shows that the depth of the penetration can be D 3 (D = depth of steel beam) and the length of the penetration is 3 4*D This rectangular penetration has fillet welded plate top, bottom, and sides
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