Recent content by hm5k

thread507-221013 Referring to thread 507 in yr 2008, please share now days market condition for steel detailing business. Need information on following points 1) Current technique for steel detailing estimates based on Hr or Ton. 2) Current market pricing for this service based on different...

Hello to All, Here i attached hunch moment connection design based on IS-800 (2007) Code with Limit State method. Please review & provide you input for anything missing or wrong considerations. Your comment will help me lot to correct it. Thanks...

Finally i got response from engineer, they consider 75% of thickness of flange. thanks to all

please help me on this

Connection for steel, See attached sketch for connection that i have to validate for 1.2 time of plastic moment capacity. Connection design based on LSM Please provide some information or connection sample. thanks...

Hello Friends, Please help me to get some technical references or any sample calculation for hunch moment connection. Thanks

thanks for your replay this information very helpful to me. I will share documents, checklist once final, so we can improve them.

Thanks for your response friends, Yes, connection design required experience and it has to be done under expert supervision. Also checklist will help to understand requirements & important point that need to keep in mind while connection designing & that will help to connection designers as...

Connection for Steel to Steel

Hello Friends, I am looking for you help on following points, please share information or any technical reference for the same. 1. connection design basic requirement check list. 2. Connection design process or flow chart. 3. Sample connection design spread sheet format. 4. Selection of...

Hello friends, Please advice on me software for structural analysis & design of Chutes, Pump Boxes, Launders & feeders to select plate thickness and to provide adequate stiffeners and bracing to maintain the structural integrity. Is this can be analysis& design with help of Staad Pro? Anyone...

Thanks you to all for your comment that help me lot. I already asked RFI on the same to engineers, i will share response once received.

This is very helpful to me Thanks you Al

Thanks you for your response Al, Yes this question in the point of view of detailer to represent this weld on shop drawings. structural engineer represent weld as i mentioned, referring to AISC & AWS this kind of weld not represented. I hope you can help me on this weld. thanks

On drawing at column splice connection weld represent as partial penetration weld with single bevel groove with 75%. please advice, do we need to provide column flange preparation up to 75% thickness of total flange thickness. e.g. W12x40 have 1/2" thick flange so we need to provide 3/8" prep...