how to apply ENSH AND RENSH parameter to structure
in my structure one warning regarding the ENSH AND RENSH
if the span is span is 820mm M35 nd Fe500 and section size of 300 mm x 600 mm and shows that the ""WARNING:Section fails while designing section: 0.0 mm Nominal shear force exceeds tauc_max limit""
how to correct the warning and how to apply the parameters
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