Beam Deflection Calculator

Closed-form peak deflections for four textbook cases (mid-span load on SS, UDL on SS, tip load on cantilever, UDL on cantilever). Requires E and I; does not model shear deformation, cracking, creep, or code checks.

無料 · 制限なし · ブラウザで処理

使い方

  1. 1Select boundary condition and load pattern.
  2. 2Enter span L, Young's modulus E, and second moment I in consistent SI units.
  3. 3Enter point load P (N) or distributed w (N/m) as prompted.
  4. 4Read peak deflection in meters.

よくある質問

Is this Eurocode or AISC checking?
No. It applies textbook elastic formulas only.
Why no shear deflection?
Long slender beam idealizations omit shear deformation; deep or short spans may need richer models.

エンジニアリング: 分野別の計算機 — 流体、電気、空調、構造など。ブラウザ上で前提を明示。

読み込み中...