The following table extracted from the Eurocode 2 indicates the reinforcement bars’ spacing based on the crack width and rebar service stress. The service stress of the reinforcement …

Nov 20, 2007 · The spacing of links in the direction of the span should not exceed 0.75d. At right-angles to the span, the horizontal spacing should be such that no longitudinal tension bar is …

When the spacing of a bar exceeds 150mm from the restraining bar (the bar having a shear link), a shear link shall be provided to restrain that bar. The spacing of the links shall be as per the …

The design of shear reinforcement includes the selection of stirrup size and the spacing of stirrups along the beam. Design aids SHEAR 4.1 and SHEAR 4.2 give strength values Vs of #3 U …

Minimum area of a link leg: Asw,min (0.053 sr st (fck)) /fyk = 0.053 x 175 x 350 x √30 / 500 ≥ 36 mm2 Use either H8s (50 mm2) and this would need 16 per perimeter or H10s (78.5 mm2) and …

Engineer shall avoid specifying link cage using Plain Mild Steel Bar, 'R' and Plain Hard Drawn Wire, 'H' to avoid confusion when applying. Engineer shall note and design accordingly the link …

It also gives the maximum transverse spacing between the legs and the maximum horizontal spacing between the vertical leg of a link and a longitudinal tension bar. The document …

Jul 11, 2017 · Eurocode 2 uses the variable strut inclination method for shear design. It is slightly more complex than the procedure in BS 8110 but can result in savings in the amount of shear …

Maximum spacing of links – 12 times the size of the smallest compression bar; Arrangement of the links for containment of beam compression reinforcement – No bar within the compression …

Nov 10, 2022 · The user defined spacing limits (as specified in Design Settings > Concrete > Cast-in-place > Beam > Link Settings) are considered in addition to the following EC2 or NA …