Hi,
Is it possible to get story shear at each floor levels in Staad if floor diaphragms are not defined?
Dear Mr Sye
My floor levels are as below 3.6 and 7.2,I defined the floor height as below *Floor height *3.6; 7.2, but in staad output there are a many floors (30 floors) between 0 and 3.6 / between 3.6 and 7.2
thank you
You may use the SET PRINT 17 command in the input command file as shown next
The analysis output file would then list the shears at each story on a mode by mode basis. You need to manually combine (SRSS) the shear values for each mode to arrive at the final shear value at each story.
Hello Vinod,Yes, it's possible. See a typical example of Seismic Co efficient method per IS 1893 is attached.Regards,BM4810.EXAMP14.STD