My interpretation is penetration is the distance your weld extends below the plate surface. Initial penetration is likely to cause convergence issues because it makes the determination of initial contact stiffness problematic Hello, i'm doing a simulation in abaqus standard and i wont to know if 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 The system matrix has 23.
Where can i find in amse b31.1 the tolerance or acceptance criteria of excess root penetration? Hi guys, i need to prepare pipe penetration (vertical and horizontal) details on structural members (beams, slabs, walls and staircase) Any reference that you can suggest Is there any standard details that can be follow E.g., for beams, penetration is allowed at some distance from the. The test standard requires penetration to 0.2 inches and if the cbr at 0.2 in penetration is greater than the cbr at 0.1 in penetration the test shall be rerun
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. I have some 16 pipes penetrating 8 block wall Do you guys know any special details to seal the wall I am thinking just let the mason fill the void with grout I have a slab penetration that the architect wants to slap directly between two columns
I took a look at the aci slab opening provisions, 13.4, and i cannot use the.
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