Propurlin Details for Propurlin System Eaves Beams
Eaves Beams profile
Eaves Beams - Physical Properties
Section Type Depth D Thick
ness		 Top & Bottom Flanges Lips Bottom Lips Top Area Wt. per m Ixx Zxx Rxx Iyy Zyy Ryy Q.
  mm mm mm mm mm cm2 Kg cm4 cm3 cm cm4 cm3 cm strut
 
210/16 210 1.6 93 22 26 7.185 5.640 474.308 41.081 8.264 63.386 10.985 3.164 0.757
210/18 210 1.8 93 22 26 8.066 6.332 544.217 48.315 8.306 70.890 12.226 3.123 0.809
210/20 210 2.0 93 22 26 8.943 7.020 611.101 55.660 8.337 78.234 13.433 3.084 0.854
210/22 210 2.2 93 22 26 9.816 7.705 675.010 62.862 8.356 85.407 14.612 3.048 0.892
210/25 210 2.5 93 22 26 11.118 8.728 766.887 73.041 8.366 95.841 16.333 3.001 0.932
 
Note: Fy = 350 N/mm2
The Physical properties have been calculated in accordance with the requirements of B.S.5950: Part 5: 1987
Propurlin System - Links
  • Introduction
  • Typical Views of Roof and Sheeting Rail Propurlins
  • Section Properties
  • Key for Double Span Propurlin System and Allowable Loads Tables
  • Key for Simply Supported Single Span Propurlin System and Allowable Loads Tables
  • Key for Double Span Sheeting Rail System and Allowable Loads Tables
  • Key for Single Span Sheeting Rail System and Allowable Loads Tables
  • Ultimate Loads for Double Span Purlins
  • Ultimate Loads for Single Span Purlins
  • Sag Bars and Horizontal Bracing Requirements
  • Sag Bar Details
  • Struts for Sheeting Rails and Purlins
  • Diagonal Tie Brackets
  • Apex Detail
  • Rafter Stay Detail
  • Sleeves Details
  • Cleats Details
  • Eaves Beams - Load Table in Single Span Condition
  • Cleader Angles - Physical Properties
  • C-Sections:
  • Range of Inwardly Lipped C-Sections - Physical Properties
  • Range of Compound Sections - Physical Properties