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Papsch, E.

Ähnlich dem Verfahren der Verbundbauweise Beton-Stahl können auch Holz-Verbundquerschnitte mit einem Bezugselastizitätsmodul rechnerisch erfasst und entsprechende Nachweise durch Multiplikation mit dem Verhältnis der E-Moduli geführt werden.
Source:     Bautechnik 54 (1977), No. 6
Page/s:     207-210
Language of Publication:     German

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