For I beam section, I have released moments at the ends of the member at beam column junction then during connection design, I am directly welding the beam to the column flange and applying only shear loads in the idea statica. Will it behave as a shear connection? Or moment connection?
If you are discussing about a cantilever beam, it will be stable if and only if the connected end is restrained (ie. moment connection).Please remember , even if you design a connection as shear connection it will have some moment carrying capacity as well...!!!
For I beam section, I have released moments at the ends of the member at beam column junction then during connection design, I am directly welding the beam to the column flange and applying only shear loads in the idea statica. Will it behave as a shear connection? Or moment connection?
If you are discussing about a cantilever beam, it will be stable if and only if the connected end is restrained (ie. moment connection).Please remember , even if you design a connection as shear connection it will have some moment carrying capacity as well...!!!