ETABS 2013 Concrete Frame Design
ETABS 2013 Concrete Frame Design
ETABS 2013 Concrete Frame Design
1 License #
Level Element Section ID Combo ID Station Loc Length (mm) LLRF Type
Story3 B123 B2 DCon11 141.732283 10800 1 Sway Special
Section Properties
Material Properties
O/S #45 Shear stress due to shear force and torsion together exceeds maximum allowed