huangyhg

allowable bending stress
i am reinforcing a curtain wall with a piece of plate steel .5in x 5 in. i attached the reinforcing to the mullion wall with screws to pick up the horizontal shear so i now have a transformed section. i found the stress in the steel to be 4 ksi....now i am unsure what to check this against....i want to say .6 fy but i can't back that up with anything....if someone could help me out i would be much obliged. thanks
if it is in tension, you could probably justify 0.6 fy x 1.33 for the allowable stress. with wind working both ways, you would also have compression as well.
for the compression, i would check my plate against local buckling (compact vs. non-compact) per aisc asd table b5.1. then, for the "global" mullion "beam" i would look at lateral torsional buckling. are their horizontal elements that can brace the built-up mullion against lateral twist or translational movement of your plate? what is then, the unbraced length of your composite section and treat it as a beam under moment with unbraced length l.
also...have you checked the material of the mullion against compression? it may be a weaker material and actually control your design vs. the steel plate.

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