SHEARWALL results are not matching

Please find the attached photos showing there is a vast mismatch between the analysis output result from STAAD for C1 at location -2.625m and the design actions showing in the output of the RCDC. Further, please see that after the update to latest STAAD pro advanced version, all the shearwalls at all the locations are showing failure in rupture with too much high pt%. while during our investigation in STAAD analysis output we have found these shearwall are having combined compressive stresses of compressive nature. You are requested to go through the attachment(STAAD file is also attached for your reference). Kindly resolve the issue as early as possible.

staad pro analysis result for plate stresses along the cut linercdc output for shearwall design

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