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Beam Span Load Deflection Report

Reconcile simple-span reactions, moments and elastic deflection from uniform plus central point loading.

Reconcile simple-span reactions, moments and elastic deflection from uniform plus central point loading. Supplied-data SI mechanical scenario under declared ideal models; no safety, equipment selection, allowable-load or professional certification. Prismatic Euler-Bernoulli small-deflection beam, simple supports at0 and L, constant EI; superpose downward full-span uniform load and central point load. Downward deflection positive; no shear deflection, stress limit or geometric-nonlinearity check. Supplied non-sensitive data only; no live account access, automated changes or certification. Profile 1.0.0: approximate non-integers use 12 significant digits; safe integers and declared integer strings are preserved.

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