The bend moment equation's double integral can be utilised to calculate deflection by dividing M(x) by EI (Young's Modulus x Moment of Inertia).
Moment-deflection curves showed a bilinear out-of-plane behaviour in two stages, the first of which was controlled by masonry mortar tensile cracking and the latter by the tensile contribution of the FRCM reinforcement. The maximum deflection of beams occurs at zero slope. The slope of the beam is the angle between the true beam and the deflected beam at the same location. The slope of a beam is the angle formed at the same location by the deflected and actual beams. Beam deflection is the vertical displacement of a beam location under load.
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