FLEXURAL-TORSIONAL FAILURE AND DSM DESIGN OF FIXED-ENDED COLD-FORMED STEEL COLUMNS AT ELEVATED TEMPERATURES - ANNEX A: SUPPLEMENTARY DATA

These supplementary data to the above article consist of seven table sets A1 to A7, each comprising five separate tables, providing information about the column numerical failure loads obtained and the corresponding DSM-based predictions - they concern all the columns (see Table 1 of the article) under room and elevated temperatures (T=20/100 to T=800 ºC).