How do you design a steel column with ideCAD?
Steel Column Design strength control of the steel column named PL007 is done under the most unfavorable internal forces as a result of due to the general analysis determined according to TBDY 2018 9.3.1.3. International Steel Design Codes. The material and section information of the column are as follows:
Steel material: S355 Fy =355 N/mm 2 Fu =510 N/mm 2
Cross section: HEB 450
Ix = 79890 cm4 | Iy = 11720 cm4 | Jx = 440.5 cm4 | Cw = 5258000 cm6 |
Wex = 3551 cm3 | Wpx = 3982 cm3 | A= 218 cm4 | |
d=450 mm | h=344 mm | bf = 300 mm | tf = 26 mm |
tw =14 mm | ix=191.4 mm | iy=73.3 mm |
Control of Cross-Section Conditions (TBDY 9.3.1)
It should be checked whether the flange width/thickness and web height/thickness values of the column cross-section exceed λhd value given in Table 9.3 .
Cross-section flange;
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