Determine the design shear strength of the given shape, using Fy-50 ksi. Blank 1W14x53A =15.60in ^2...13.900in.tw =0.370in.bf =8.060in.tf =0.660in.10-7/8in.1.2500in.k1 =1.0000in.gage =5-1/2in.rt =2.150ind/Af =2.62541 00in.^4Sx =77 80in 435.89057 7014 30in.= XIin 4Sy |in 3ry =1.920in.Zx =87.10in 43Zy =22.00in ^3J =1.94in ^4Cw2540in.^6a58 22in.Wno =26 70in.^2Sw =Qf =35.50in ^416.80in.3Qw:42.60in.^3||||11I|||

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Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 A = 15.60 in ^2 d = 13.900 in. tw 3= 0.370 in. bf = 8.060 in. tf = 0.660 lin. 10-7/8 in. k = 1.2500 in k1 = 1.0000 lin gage 5-1/2 in. rt 2.150 in d/Af = 2.62 bx 541 00 in 4 Sx = 77 80 in 43 5.890 in ly = 57 70 in 4 Sy = 14 30 in A3 1.920 ry = Zx = Zy = J = Cw = in 87 10 in 43 22.00 in ^3 1.94 in.^4 2540 in ^6 a 3= 58 22 in. Wno =| 26 70 in ^2 Sw = 35.50 in 4 Qf = 16.80 in 43 Qw = 42.60 in.43

Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 A = 15.60 in ^2 d = 13.900 in. tw 3= 0.370 in. bf = 8.060 in. tf = 0.660 lin. 10-7/8 in. k = 1.2500 in k1 = 1.0000 lin gage 5-1/2 in. rt 2.150 in d/Af = 2.62 bx 541 00 in 4 Sx = 77 80 in 43 5.890 in ly = 57 70 in 4 Sy = 14 30 in A3 1.920 ry = Zx = Zy = J = Cw = in 87 10 in 43 22.00 in ^3 1.94 in.^4 2540 in ^6 a 3= 58 22 in. Wno =| 26 70 in ^2 Sw = 35.50 in 4 Qf = 16.80 in 43 Qw = 42.60 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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Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 15.60 ... A = in.^2 13.900 in. tw =| 0.370 in. bf = 8.060 in. tf = 0.660 in. T= 10-7/8 in. k = 1.2500 in. k1 = 1.0000 in. gage = 5-1/2 in. 2.150 rt = d/Af = in. 2.62 Ix = Sx = 541.00 in.4 77.80 in.^3 5.890 in. ly =| Sy = 57.70 in.^4 14.30 in.43 1.920 ry = Zx = Zy = in. 87.10 in.43 22.00 in 43 J = Cw = 1.94 in.4 2540 in ^6 a = 58.22 in. Wno = Sw = Qf = 26.70 in 42 35.50 in.4 16.80 in 43 Qw = 42.60 in.43 イロ

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Determine the design shear strength of the given shape, using Fy=50 ksi. Blank 1 W14x53 ... A= 15.80 Jin2 d= 13.900 in. tw 3= 0.370 In. bf = 9.030 In. n. Jn. 0.830 10-7:9 1.2500 In. n. k1 1.0000 6 1:2 In. it 2.150 n. 2.82 51.00 77.90 n. 5.090 In. ly 57.70 14.30 Sy ry 1.020 In. 07.10 n. Zy 22.00 In 1.94 Cw 2540 In a= 53. 22 In Wno= 23.70 n12 Sw = 35.50 18.80 Qw = 42.80
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