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Internal steel stirrups

The ULS shear resistance of a member can be calculated using eqn 4.29. It is recommended that the concrete contribution (Fr c = 0) is neglected. The contribution of the internal steel stirrups, Fr, can be calculated using the truss model (assuming a shear reinforcement inclination of 90°) such that ... [Pg.104]

Similar to EBFR, the SLS verification is to limit the strains in the EBSR strip to ensure that the internal steel stirrups do not yield at SLS (State III is not allowed) ... [Pg.106]

The main difference in the design of FRP compared to conventional internal stirrups and external jackets made of steel is the absence of a yield plateau in the case of FRPs, and therefore not a constant confinement pressure on the strengthened member. [Pg.108]

In the case of steel reinforcement, the brickwork of the ring beam is laid leaving an internal cavity where the reinforcement bars and stirrups are positioned before casting the mortar-crete. [Pg.3099]

See other pages where Internal steel stirrups is mentioned: [Pg.103]    [Pg.103]    [Pg.103]    [Pg.103]    [Pg.104]    [Pg.104]    [Pg.106]   
See also in sourсe #XX -- [ Pg.103 , Pg.104 ]

See also in sourсe #XX -- [ Pg.103 , Pg.104 ]



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Stirrup

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