Thankyou for your response. I intially thought of this, but when comparing with the angle,the internal cantilevers will be more stiffer? Also, in the real case senerio do you think that the rigidly connected cantilever pfc's will support on to the small angle resulting failure of the angle?
Hi all, i am a praticing structural engineer and while recently analysing a steel floor frame i came across an arrangement as show in the attached image.A platform is cantilevering from the main beam ( There is a floor frame behind the beam and this provides torsional stability..i have hidden...
