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is the compressive stress caused by prestress at the extreme fibre where cracking occurs).
where acp is the concrete compressive stress at the centroid (or at the junction of the web and
at - 0.24Jfc when calculating Vcv, only 80% of the design compressive stress at the
located on each face of the truss and, in the real beam, diagonal compressive stress is assumed
concentrated forces to disperse to form the linear compressive stress distribution assumed in
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