By dividing M(x) by EI (Young's Modulus x Moment of Inertia), the double integral of the Bending Moment Equation can be used to compute deflection.
Moment-deflection curves revealed a bilinear out-of-plane behavior with two stages, the first governed by masonry mortar tensile cracking and the second influenced by the FRCM reinforcement's tensile contribution.
Where the slope is zero, the maximum deflection of beams occurs. The angle between the deflected beam and the real beam at the same spot is referred to as the slope of the beam.
The angle between the deflected beam and the real beam at the same spot is known as the slope of a beam. Beam Deflection: The vertical movement of a spot on a loaded beam is referred to as deflection. There are numerous ways to calculate a section's slope and deflection in a loaded beam.
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