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. ^2 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 = 4.07 Ix = Sx = 144.00 in.14 27.90 in ^3 x = 4.350 in. ly = Sy = ry = Zx = 14.10 in ^4 4.89 in.^3 1.360 in. 31.30 in.^3 Zy = J = Cw = 7.50 in.43 0.40 in.^4 345 in 46 a = 47.14 in. Wno = 14.30 in ^2 Sw = Qf = 9.05 in.14 5.99 in ^3 Qw = 15.50 in 43

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. ^2 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 = 4.07 Ix = Sx = 144.00 in.14 27.90 in ^3 x = 4.350 in. ly = Sy = ry = Zx = 14.10 in ^4 4.89 in.^3 1.360 in. 31.30 in.^3 Zy = J = Cw = 7.50 in.43 0.40 in.^4 345 in 46 a = 47.14 in. Wno = 14.30 in ^2 Sw = Qf = 9.05 in.14 5.99 in ^3 Qw = 15.50 in 43

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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