Determine the design flexural strength in ft kips of a W10X26 of A242 (Fy = 50ksi) steel subject toa. Continuous lateral support. Blank 1b. An unbraced length of 10 ft with Cb = 1.0. Blank 2C. An unbraced length of 20 ft with Cb = 1.0. Blank 3W10x26A =...7.61in.^2d =10.300in.tw =0.260in.bf =5.770in.tf =0.440in.T=8-1/4in.k =0.7400in.k1 =0.6875in.gage =2-3/4in.rt =d/Af =Ix =Sx =1.540in.4.07144.00in.^427.90in.^3rx =4.350in.ly =|14.10in 4S =4.89in.^3ry =1.360in.Zx =31.30in.43Zy =7.50in 43J =0.40in.^4Cw =345in.^6a =47.14lin.Wno =14.30in.^29.05Sw =Qf =in.45.99in.43Qw =15.50in.^3I|||I|||

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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 ||

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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