Determine the design flexural strength in ft kips of a W10X26 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 W10x26 A =| 7.61 in.42 d = 10.300 in. tw = 0.260 in. bf = 5.770 in. tf = 0.440 in. T= 8-1/4 in. k = 0.7400 in. k1 = 0.6875 in. gage = 2-3/4 in. rt = 1.540 in. d/Af = Ix = Sx = 4.07 144.00 in.^4 27.90 in.43 4.350 in. ly = Sy = 14.10 in.4 4.89 in.43 ry = 1.360 in. Zx = 31.3 in.43 Zy = 7.50 in.43 J = 0.40 in. ^4 Cw = 345 in 6 a = 47.14 in. Wno = 14.30 in.^2 Sw = Qf = 9.05 in.4 5.99 in.43 Qw = 15.50 in.43 II ||
Determine the design flexural strength in ft kips of a W10X26 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 W10x26 A =| 7.61 in.42 d = 10.300 in. tw = 0.260 in. bf = 5.770 in. tf = 0.440 in. T= 8-1/4 in. k = 0.7400 in. k1 = 0.6875 in. gage = 2-3/4 in. rt = 1.540 in. d/Af = Ix = Sx = 4.07 144.00 in.^4 27.90 in.43 4.350 in. ly = Sy = 14.10 in.4 4.89 in.43 ry = 1.360 in. Zx = 31.3 in.43 Zy = 7.50 in.43 J = 0.40 in. ^4 Cw = 345 in 6 a = 47.14 in. Wno = 14.30 in.^2 Sw = Qf = 9.05 in.4 5.99 in.43 Qw = 15.50 in.43 II ||
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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