Lateral resistance of bolted wood-to-concrete connections loaded parallel or perpendicular to grain

Tests were carried out to determine the lateral resistance of bolted lumber-to-concrete connections. Specimens were made of hemlock–fir and spruce–pine–fir lumber and bolted to concrete blocks using anchor bolts. Three sizes of anchor bolts were used, with nominal diameters of 12.7 mm (1/2 in.), 15....

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Veröffentlicht in:Canadian journal of civil engineering 2003-02, Vol.30 (1), p.226-239
Hauptverfasser: Mohammad, M, Karacabeyli, E, Quenneville, J H.P
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Sprache:eng
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