DOLRE H233 LNA on non-anchored kerb (TL4 according to MASH*)
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* determined by numerical computation
The efforts transmitted to the deck are the lowest on the market:
M= 0 kNm (no tensile anchorage)
V= 44 kN / post
Briefly ...
Steel restraint systems are linear elements designed to straighten the path of vehicles. They are made by assembling steel components.
In accordance with NBN EN 1317-1/2/5, the performance are:
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Minimum containment level: H2 (=TL4)
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Maximum working widthe : Wn 3
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Vehicle intrusion = VIn 3
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Acceleration Severity Index (ASI) = ASI B
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The additional features are:
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Minimum distance between posts = 2 m
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To ensure the guardrail function, the overall height in relation to the concrete support ≥ 1,20 m
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To limit the influence on the structure, the maximum space requirement between front and rear post face = 40 cm
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For aesthetic reasons, the longitudinal elements are tubes with a diameter of: 10 and 12 cm +/- 1 cm
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For aesthetic reasons, the connections between the longitudinal elements are not visible on the 180° front panel (the fixing points will only be located on the 180° rear panel)
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The kerb is not anchored to the deck and a counter-feed is put in place to resume horizontal forces.
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To limit or even avoid reinforcements, the forces transmitted by post are M=0 kNm, V=44 kN