施加的均布荷载作用在等边三角形简支梁上。 Assuming the small deformation theory and neglecting self‑weight, the maximum out‑of‑plane deflection of the plate is determined.
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施加的均布荷载作用在等边三角形简支梁上。 Assuming the small deformation theory and neglecting self‑weight, the maximum out‑of‑plane deflection of the plate is determined.