SuG89
Structural
- Aug 10, 2014
- 118
Hello,
Please refer to the attached image. For the design check of the shown line fillet weld as per AISC and AWS, do I need to consider the eccentricity of weld tip to the plate axial load 'P'? Or is it acceptable to design the fillet weld only for 'P' and ignore the bending moment?
Regards,
Su
Please refer to the attached image. For the design check of the shown line fillet weld as per AISC and AWS, do I need to consider the eccentricity of weld tip to the plate axial load 'P'? Or is it acceptable to design the fillet weld only for 'P' and ignore the bending moment?
Regards,
Su