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001837
2025-02-11

Effective Moment of Inertia of Ideal Center of Gravity in Uncracked State under Long-Term Load

Cross-section resistance to bending

II=b⋅h312+b⋅h⋅(zI-h2)²+αe,I⋅(As,def,-z,(unten)⋅(def,-z,(unten)-zI)2+As,def,-z,(oben)⋅(zI-def,-z,(oben))2)
;