In the Staad Output file of a concrete beam, I am getting the following results: I do not understand the one that is highlighted. Explain me pl.
SECTION 0.0 mm 328.8 mm 657.5 mm 986.2 mm 1315.0 mm
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TOP 3-10í 3-10í 3-10í 3-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 3-10í 3-10í 3-10í 3-10í 3-10í
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT
VY = 0.00 MX = -1.62 LD= 17
Provide 2 Legged 8í @ 110 mm c/c