Fig. 2From: Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed DepthGeometric details of steel arrangement for all tested beams: a Beam B0 (G1); b Beam B2 (G1); c Beam B1 (G2); d Beam B3 (G2); e Beam B4 (G3); f Beam B5 (G3); g Beam B6 (G4); h Beam B7 (G4); i Beam B8 (G5); (j) Beam B9 (G5) (notes: for all beams, the embedment length for bottom reinforcement extended from beam nib equaled to 200 mm).Back to article page