Dear sir,
In attached stad file. I am applying the dead load 2kn/m2 as floor load.
1.somewhere I am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where I am having two members there it is double? is my way is correct?
2. beam no 10 connection with column the value of moment z is coming 2108kn.m. is this value I should consider while designing the connection of this beam with column or only I should consider shear force which will compress the column ? as the beam is sitting on the column with bottom flange. I have given also My, Mz release to the top node of the column. Kindly give me your opinion.
Thank you
podium canopy7.std
1. Loads will not be doubled.
2. From your description it appears that the beams are simply resting on top of columns and there is no transfer of moments to the columns through the connection. So I think you can leave out the moments when designing the connection between the column and the beam.
Answer Verified By: waqar fazi
Thanks, a lot sir.