since the ramp in my case are inclined to specified degree , i want to ask that is it possible to design the building for EQ forces ? i am designing as per is 1893-2002 and i have tried by member weight option it mean that i have transferred the slab forces on the adjacent beams . But analysing it is showing some error. what should i do ?
Please Upload your file here. As far as this kind of model is concern one can define the Eq. Weights on the Structure and it works fine to generate the Seismic Forces..
here is the uploaded file