A W12 x 79 of A992 Steel. Check if the section is compact. Check the adequacy both LRFD and ASD. Use AISC. D= 265k L = 130k 18' A992 STEEL: Fy = 50 ksi and Fu = 65 ksi W12x79 A = 23.20 in.^2 12.400...


A
W12 x 79
of
A992 Steel
.



  1. Check if the section is compact.

  2. Check the adequacy both LRFD and ASD. Use
    AISC.


D= 265k<br>L = 130k<br>18'<br>A992 STEEL: Fy = 50 ksi and Fu = 65 ksi<br>

Extracted text: D= 265k L = 130k 18' A992 STEEL: Fy = 50 ksi and Fu = 65 ksi
W12x79<br>A =<br>23.20<br>in.^2<br>12.400<br>in.<br>tw<br>0.470<br>in.<br>bf =<br>12.100<br>in.<br>tf =<br>0.735<br>in.<br>T =<br>9-1/8<br>in.<br>k =<br>1.3300<br>lin.<br>k1 =<br>1.0625<br>in.<br>(2) 5-1/2 (2)<br>in.<br>gage =<br>in.<br>rt =<br>3.310<br>d/Af =<br>1.39<br>Ix =<br>662.00<br>in. ^4<br>Sx =<br>107.00<br>in. ^3<br>rx<br>5.340<br>in.<br>ly =<br>Sy =<br>216.00<br>in. ^4<br>35.80<br>in.^3<br>ry =<br>3.050<br>in.<br>II<br>く d<br>

Extracted text: W12x79 A = 23.20 in.^2 12.400 in. tw 0.470 in. bf = 12.100 in. tf = 0.735 in. T = 9-1/8 in. k = 1.3300 lin. k1 = 1.0625 in. (2) 5-1/2 (2) in. gage = in. rt = 3.310 d/Af = 1.39 Ix = 662.00 in. ^4 Sx = 107.00 in. ^3 rx 5.340 in. ly = Sy = 216.00 in. ^4 35.80 in.^3 ry = 3.050 in. II く d

Jun 11, 2022
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