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Stress and strain state of the steel-concrete composite beam
A new method of calculation of the stress-strain state of the steel-concrete composite beam is proposed taking into account the deflection surface geometry of the concrete slab, which allows selecting
UDC:
624.07
DOI:
10.23968/1999-5571-2018-15-4-53-63
№ 4 (69) August 2018
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