Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject to a. Continuous late

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Determine The Design Flexural Strength In Ft Kips Of A W12 X 35 Of A242 Fy 50ksi Steel Subject To A Continuous Late 1 (53.75 KiB) Viewed 27 times

Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject to a. Continuous lateral support. Blank 1 b. An unbraced length of 10 ft with Cb = 1.0. Blank 2 c. An unbraced length of 20 ft with Cb = 1.0. Blank 3 A = d= tw = bf= tf = T= k= k1 = gage = rt= d/Af = lx = Sx = Ix= ly Sy= ry= Zx = Zy= J= Cw= a = Wno = Sw= Qf= Qw W12x35 10.30 12.500 0.300 6.560 0.520 10-1/8 0.8200 0.7500 3-1/2 1.740 3.66 285.00 45.60 5.250 24.50 7.47 1.540 51.20 11.50 0.74 879 55.42 19.60 16.80 9.75 25.40 in.^2 in. in. in. in. in. in. in. in. in. in.^4 in.^3 in. in.4 in.43 in. in.43 in.43 in.4 in.46 in. in.^2 in.4 in.43 in.43