Since the use of end and load stiffeners is frequently impractical in thin-walled cold-formed steel construction, the webs of beams a.nd deck oay cripple due to the high local intensity of the load or reaction. In this report three different web crippling prediction formulations are compared with experimental results from five different sources. It is found that these web crippling formulas show considera.ble differences and do not give satisfactory results consistently.
Civil, Architectural and Environmental Engineering
Wei-Wen Yu Center for Cold-Formed Steel Structures
Technische Hogeschool Eindhoven
Report - Technical
Bakker, Monique and Peköz, Teoman, "Comparison and evaluation of web crippling prediction formulas" (1985). Center for Cold-Formed Steel Structures Library. Paper 152.