In my opinion "NO" , considering that these joints (Access platform, ladders) welded with Fillet only, and not with either CJP or PJP. what is type of connection as defined in para 4.26, 4.27, 4.28 of AWS D1.1, is it CJP, PJP or fillet?. In this regard your designer is handy to clarify, what criteria used for designing these accessories, essentially in my opinion no designer will use para 2.24 to calculate Punching shear, LRFD etc for ladders, access platforms. This para 2.24 is applicable only for strength welds in statistically or cyclically loaded connections. If you refer commentary C4.12 (2) (d) states "Fillet weld TKY connections can be executed by welders having even lower level of qualification......... '' I am not using D1.1 on day to day hence I may be wrong in my views expressed here, however these can't be presumed to match the strength of members joined, but shall be checked by th...
Materials selection, welding, forming, Heat treatment, corrossion, NDT