Shear results from query dialog box and postprocessing are different, so which is correct, please help me

If you are doing second order analysis then it may be worth noting that member query cannot accurately capture second order effects. Member query uses its own algorithm for calculation of section forces while Postprocessing table data are read from the analysis engine. So for any discrepancy, I would suggest going with the Postprocessing table data.

If you are doing second order analysis then it may be worth noting that member query cannot accurately capture second order effects. Member query uses its own algorithm for calculation of section forces while Postprocessing table data are read from the analysis engine. So for any discrepancy, I would suggest going with the Postprocessing table data.

Prof, What do you mean second order analysis?

Analysis types like PDELTA, PDELTA KG, DIRECT ANALYSIS, NONLINEAR ANALYSIS

Prof sye, I use PERFORM ANALYSIS PRINT ALL, only 

Beam&Column.stdBeam&Column.std