1233.2.4Procedures for design of shear reinforcement (1)Calculate the design shear stress at critical sections: v = V/(bvd). (2)Check cufv8.0<or 5 N/mm2, whichever is the lesser. (3)Determine the design concrete shear stress vcusing Eq. (3.2) or directly from Table 3.8 of BS 8110: Part 1 (Notes p.114). (4)Determine svvAsusing Eq. (3.11). (5)Calculate the spacing of minimum links using Eq. (3.13). (6)Determine the shear resistance of concreteplus minimum linksfrom Eq. (3.9); then plot the envelope of this shear resistance. (7)Space the web reinforcement (i.e. stirrups arrangement). svvAsfor varying stirrup diameter and spacing
has intentionally blurred sections.
Sign up to view the full version.