General Information
Certification
Given our EN1090 certification, the origin and quality of our products can be verified at any time.
Stock
Beams in stock: S235JR – EN 10025
Treatment
Untreated and blasted with welding primer in stock.
Customized
Given our EN1090 certification, the origin and quality of our products can be verified at any time.
Important note
The load-bearing capacities stated in the attached tables are approximations, but must always be calculated by a recognised engineering firm. Van Meerbeeck accepts no responsibility for the indicative load-bearing capacities stated here.
Beam Types
Technical Drawing
Load capacity HEA
Maximum permissible evenly distributed load in kg. The figures apply to a beam, freely supported at the ends, taking into account its own weight. Maximum material stress 12kN/cm². Max. deflection = length/500 and length/300.
Product Photo
Load capacity Table
Technical Drawing
Load capacity HEB
Maximum permissible evenly distributed load in kg. The figures apply to a beam, freely supported at the ends, taking into account its own weight. Maximum material stress 12kN/cm². Max. deflection = length/500 and length/300.
Product Photo
Load capacity Table
Technical Drawing
Load capacity HEM
Maximum permissible evenly distributed load in kg. The figures apply to a beam, freely supported at the ends, taking into account its own weight. Maximum material stress 12kN/cm². Max. deflection = length/500 and length/300.
Product Photo
Load capacity Table
Technical Drawing
Draagvermogen UPN
Maximum permissible evenly distributed load in kg. The figures apply to a beam, freely supported at the ends, taking into account its own weight. Maximum material stress 12kN/cm². Max. deflection = length/500.
Product Photo
Load capacity Table
Technical Drawing
Load capacity IPE
Maximum permissible evenly distributed load in kg. The figures apply to a beam, freely supported at the ends, taking into account its own weight. Maximum material stress 12kN/cm². Max. deflection = length/500.
Product Photo
Load capacity Table
