allowable bending stress for a36 carbon steel

If the calculations follow the typical design method and the only difference is Fy' is it an issue? RC All that is necessary for the triumph of evil is that good men do nothing. Edmund BurkeWas he using 50 KSI steel? Was it laterally braced??Did he actually specify that he was using Fy'? Or did he use a stress that just happened to be that number?I need to clarify a couple things. The beam was an HP 10x42. AISC 9th edition lists Fy' as 29.4 ksi. The steel was A36 steel. He actually substituted Fy' = 29.4ksi for Fy and made the allowable stress = 0.66(29.4ksi). The beam I believe was not laterally braced in any appreciable way.Something to do with the HP being non-compact?If I remember correctly, Fy' is the value of Fy for which anything less than that the section can be considered compact (i.e. Fy

ASTM A36 Steel Plate - Completely Specifications You

What Is ASTM A36Properties· Properties· Authors: Mehdi Setareh · Ji LiAbout: Stress · Factor of safety · Yield · Bending · Aluminium · Compressive strength