Structural member with increased shear resistance

Details Structural member with increased shear resistance Structural member with increased shear resistance

E - Fixed Constructions

04

C

E04C 3/12 (2006.01) B27B 1/00 (2006.01) B27M 3/00 (2006.01) B32B 5/08 (2006.01) B32B 21/08 (2006.01) E04C 3/14 (2006.01) E04C 3/18 (2006.01) A63B 59/06 (2006.01)

Patent

CA 2244818

A wood structural member (20) for bearing a structural load (L) includes at least one wood segment (22) having a generally radial cross section and is selected and arranged so that the annual rings (37) intersect the horizontal shear stress plane at an angle (40) between thirty and ninety degrees.

Un élément structurel en bois (20) portant une charge (L) comprend au moins un segment de bois (22) ayant une section transversale généralement radiale, l'élément structurel en bois étant configuré de sorte que les anneaux annuels (37) intersectent le plan horizontal des contraintes de cisaillement selon un angle (40) compris entre 30 et 90 degrés.

Affiliated with

Also associated with

Rating

Structural member with increased shear resistance does not yet have a rating. At this time, there are no reviews or comments for this patent.

If you have personal experience with Structural member with increased shear resistance, we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Structural member with increased shear resistance will most certainly appreciate the feedback.

Rate now

Comments { 0 }

Profile ID: LFCA-PAI-O-2063253