Connection deisgn for for weak axis moment/shear

Hi,

I am a newbie in connection design so kindly bear with me. I want to deisgn a steel connection between a beam and column, I am going through the examples in AISC but nowhere have I seen them design a connection for weak axis moment/shear, or when moment/shear exist in strong and weak both axis. I have also gone through other questions in this forum but couldn't find a satisfactory answer. Kindly point me to the right direction in this regard.

And feel free to point out if I have missed any information.