Rothoblaas - Wood screws and connectors Page 137
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01 FAILURE REINFORCEMENT REINFORCEMENT FOR TENSION PERPENDICULAR TO THE FIBRES NOTCH Resistance influenced above all by cracks, knots, resin channels. Markedly fragile behaviour. 02 FAILURE REINFORCEMENT REINFORCEMENT FOR TENSION PERPENDICULAR TO THE FIBRES HANGING LOAD Failure can occur in the case in which the load applied affects a height limited by the main beam (a/h ≤ 0,7). Markedly fragile behaviour. 03 FAILURE REINFORCEMENT REINFORCEMENT FOR COMPRESSION PERPENDICULAR TO THE FIBRES - RESTING Crushing and severing of the fibres in the area where the forces are introduced (e.g. supports). Sufficiently ductile behaviour. 04 FAILURE REINFORCEMENT REINFORCEMENT FOR LONGITUDINAL SHEAR Collapse near the neutral axis, mutual sliding of the two parts of the section. Beam subject to flexion: tense area or support area. Markedly fragile behaviour. STRUCTURES | STRUCTURAL REINFORCEMENT | 137
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