Multi-Span Composite Timber Beams with Rational Steel Reinforcements

Wooden multi-span beams with steel reinforcement were studied experimentally on a stationary stand using an eight-point loading scheme that simulated a load uniformly distributed over the beam span. The studies were carried out on beams with a span of 4.8 m with a cross-sectional area of 40 mm × 80...

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Bibliographic Details
Main Authors: Mikhail Lukin, Evgeny Prusov, Svetlana Roshchina, Maria Karelina, Nikolay Vatin
Format: Article
Language:English
Published: MDPI AG 2021-01-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/11/2/46