Ω = 0.00
φ = 0.00
b / 2tf = 0.00
h / tw = 0.00
λfp = 0.00
λfr = 0.00
Flange is !, AISC360 - 16, Table B4.1b
λwp = 0.00
λwr = 0.00
Web is !, AISC360 - 16, Table B4.1b
Lp = 0.00 ft
Lr = 0.00 ft
Plastic Section Modulus, Zx = 0.00 in3
Elastic Section Modulus, Sx = 0.00 in3
Plastic Section Modulus, Zy = 0.00 in3
Elastic Section Modulus, Sy = 0.00 in3
Fcrx = 0.00 ksi - Eq. F2-4
Fcry = 0.00 ksi - Eq. F6-4
φ Pn = 0.00 kip
φ Mnx = 0.00 kip-ft
φ Mny = 0.00 kip-ft