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© 2026 The Art of Civil Engineering
CEBEAM ANALYSISS-02 · 1:50ABw = 20 kN/m60 kN60 kNL = 6.00 mVkN+60−60MkN·m90 kN·mMmax = wL²/8AT THE CUTx3.00 mV0.0 kNM90.0 kN·mSECTION A–A3005003–Ø20 BOTTOM

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