Beam

Abstract

A hollow flange channel beam has a planar web with a pair of narrow rectangular cross-section flanges extending along opposite sides of said web and extending perpendicular to a face of said web in the same direction. The section capacity is optimized when Wf=(0.3)Db, Wf=(3.0)Df and WF=(30)t.

1 .- 29 . (canceled) 
   
   
       30 . A channel-shaped structural beam comprising:
 a planar elongate web; and,   hollow parallel sided substantially rectangular flanges extending parallel to each other perpendicularly from a plane of said web along opposite sides thereof, said hollow flanges both extending in the same direction away from one face of said web and continuously welded to said web, wherein a side of each of said flanges is coplanar with said web;   said beam having a ratio of the width of each said flange between opposite end faces thereof in a direction perpendicular to said plane of said web and the depth of said beam between opposite outer faces of said flanges in the ratio of from 0.2 to 0.4, said beam having a ratio of the width of each said flange to the depth of each said flange in the range of from 1.5 to 4.0, and said beam having a ratio of the width of each said flange to the thickness of said web in the range of from 15 to 50.   
   
   
       31 . The beam as claimed in  claim 30  wherein the ratio of said width of each said flange and the depth of each said flange is in the range of from 2.5 to 3.5. 
   
   
       32 . The beam as claimed in  claim 31  wherein the ratio of said width of each said flange and said depth of each said flange is in the range of from 2.8 to 3.2. 
   
   
       33 . The beam as claimed in  claim 30  wherein the ratio of the width of each said flange to the depth of said beam is in the ratio of from 0.25 to 0.35. 
   
   
       34 . The beam as claimed in  claim 33  wherein the ratio of the width of each said flange to the depth of said beam is in the range of from 0.28 to 0.32. 
   
   
       35 . The beam as claimed in  claim 30  wherein the ratio of the width of the flange to the thickness of the web is in the range of from 25 to 35. 
   
   
       36 . The beam as claimed in  claim 35  wherein the ratio of the width of the flange to the thickness of the web is in the range of from 28 to 32. 
   
   
       37 . The beam as claimed in  claim 30  wherein said beam is fabricated from steel. 
   
   
       38 . The beam as claimed in  claim 37  wherein said beam is fabricated from high strength steel greater than 300 MPa. 
   
   
       39 . The beam as claimed in  claim 37  wherein said beam is fabricated from stainless steel. 
   
   
       40 . The beam as claimed in  claim 30  wherein said beam is fabricated from a single sheet of steel. 
   
   
       41 . The beam as claimed in  claim 30  wherein said beam is fabricated by a folding process. 
   
   
       42 . The beam as claimed in  claim 30  wherein said beam is fabricated by a roll forming process. 
   
   
       43 . The beam as claimed in  claim 30  wherein said structural beam is fabricated in a continuous cold rolling process. 
   
   
       44 . The beam as claimed in  claim 30  wherein said structural beams are fabricated from sheet steel having a corrosion resistant coating.