8B. ANALYSIS PART 2
CHAPTER 8B 'ANALYSIS' 92 In addition, SCADA Pro incorporates the new KANEPE check, included in the latest revision of the KAN.EPE (2nd Revision 2017) and concerns the possibility of slippage due to shear at the base or other random wall sections. The check is for pushover only and has been incorporated into the printout of the pushover checks in the corresponding section for intersections: The value is the slip resistance cutting torque VR,SLS and the corresponding paragraph of the UNECE is Annex 7C. Two methods are provided for its calculation. The second one, the alternative (equation C.14), has been incorporated in the program. OBSERVATION: Two points are highlighted: 1. A prerequisite for the calculation of this strength and for the performance of the test respectively, is that a bending failure has occurred, i.e. a plastic joint has been created in the limb under test. 2. The second condition for performing the check is that the shear failure of the flexure has not preceded the bending failure (i.e. the end must not have a "square" lit). If the shear failure has preceded the bending failure, the test is not performed at all. So when you do not see a value in the corresponding field, it means that the above conditions do not apply.
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