ARTICLE
TITLE

Composite steel and concrete beams, I-beams are in the supercritical stage of concrete working, their strength’s analysis of normal sections

SUMMARY

The article deals with the procedure of strength calculation of normal section reinforced concrete structures; the procedure is based on the elective diagram of concrete deformation and is adapted to the calculation of still reinforced concrete beams. The experimental data comply with the theoretical ones.

PAGES
pp. 123 - 125

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