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 3W10x26...A =7.61in.^2d =10.300in.tw =0.260in.bf =5.770in.tf =0.440in.T =8-1/4in.0.7400k =k1 =in.0.6875in.gage =2-3/4in.rt =1.540in.d/Af =4.07Ix =144.00in.14Sx =27.90in.^3rx =4.350in.ly =|Sy =ry =Zx =14.10in.^44.89in.131.360in.31.30in.^3Zy =7.50in 43J =0.40in.^4in. ^6Cw =345a =47.14in.Wno =14.30in.^2Sw =9.05in. ^4Qf =5.99in.43Qw =15.50in.43Blank 1 Add your answerBlank 2 Add your answerBlank 3Add your answer

Check the slenderness of the given steel section:The section is compact.The flexural strength of the…

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 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer A = d= tw= bf= tf = #T T= k= k1 = gage = rt= d/Af= x= Sx= Ix= ly= Sy= ry= Zx = Zy= J= Cw= a = Wno = Sw= Qf= Qw= W10x26 7.61 10.300 0.260 5.770 0.440 8-1/4 0.7400 0.6875 2-3/4 1.540 4.07 144.00 27.90 4.350 14.10 4.89 1.360 31.30 7.50 0.40 345 47.14 14.30 9.05 5.99 15.50 in.^2 in. in. in. in. in. in. in. in. in. in.4 in.43 in. in 14 in.43 in. in.^3 in.43 in.4 in.46 in. in.42 in.4 in.43 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 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer A = d= tw= bf= tf = #T T= k= k1 = gage = rt= d/Af= x= Sx= Ix= ly= Sy= ry= Zx = Zy= J= Cw= a = Wno = Sw= Qf= Qw= W10x26 7.61 10.300 0.260 5.770 0.440 8-1/4 0.7400 0.6875 2-3/4 1.540 4.07 144.00 27.90 4.350 14.10 4.89 1.360 31.30 7.50 0.40 345 47.14 14.30 9.05 5.99 15.50 in.^2 in. in. in. in. in. in. in. in. in. in.4 in.43 in. in 14 in.43 in. in.^3 in.43 in.4 in.46 in. in.42 in.4 in.43 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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