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 41 connection with column the value of moment z is coming 1204kn.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 the column ?as beam is sitting on the column with bottom flange.Kindly give me your opinion.
Thank you.
.podium canopy4.std
Hi Waqar fazi,
1. The load will not be doubled. Whenever a closed panel is detected by the program,for two way slab the load will be automatically distributed into the isosceles triangle load(on short span) and trapezoidal load( on long span) in case of rectangular slab and for square slabs the loads will be distributed in equal triangles on all the four beams. The load distribution will be as shown below:
2. You should consider the moment while designing the connection as beam 41 is having a flange connection.
Answer Verified By: waqar fazi
In my attached file now I gave the release MY and Mz on the top of the column . 3666.podium canopy7.stdShould I still consider the moment?
When released, you don't need to consider moment.