axial forces in columns
axial forces in columns
(OP)
hello everyone,
i am working in analysis and design of NDCT in sap2000 in this i have a problem in taking output. i need the axial forces of columns. shell is supported on 46 pairs of columns so i have to design the columns as per the axial forces. i gave load combinations as per BS4485 and i got the analysis report. in that all the columns has same axial forces it doesn't take the load combinations. i guess it took only dead load as a case. so help me to solve this problem.
i am working in analysis and design of NDCT in sap2000 in this i have a problem in taking output. i need the axial forces of columns. shell is supported on 46 pairs of columns so i have to design the columns as per the axial forces. i gave load combinations as per BS4485 and i got the analysis report. in that all the columns has same axial forces it doesn't take the load combinations. i guess it took only dead load as a case. so help me to solve this problem.





RE: axial forces in columns
RE: axial forces in columns
Hope this helps.