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Thank you so much. Pujan Neupane

Thanks for reply, I have not used auto seismic case. I have calculated total seismic wt. of building, base shear and calculated the EQ loads and applied it as rigid floor diaphragm . How can i check for lateral load elevation range? Please find the attached file and help me...

I am modelling 6 storied building , during analysis my sap2000 i found that above 5th floor i.e at roof level earthquake load in not involved in the analysis. only gravity load takes part in analysis. i have modeled building for many times, up to 5th floor is okay, above it, lateral load does...

Thank you so much, your post made me clear to calculate drift.

Thank you Dik but i don't have any idea for designing transitions for ramp.

how to calculate storey drift from SAP and displacement of center of mass.

Thank you Mike I have to design a ramp for two storied basement parking.The storey height is 3.6m and width of ramp is 6m. I am planning to design as straight ramp supported by column of upper floor and lower floor or suggest me other ideas for designing ramp.also i wanted to now about design...

I wanted to know the procedure for design of ramp for underground two storey parking

Thank you for your suggestion. I have learned SAP but i am in confusion that whether to model superstructure only or model both(superstructure and substructure in one model) for earthquake resistant building.AS earthquake load is acting from first floor. I wanted to know whether to model the...

how to model a building having eight storey (superstructure) and two storey basement for parking using SAP2000.