A = 14.6in.^2 d = 12.2in. tw = 0.37in. bf = 8.08in. tf = 0.64in. T = 9-1/4 in. k = 1.14in. k1 = 0.9375in. gage = 5-1/2 in. rt = 2.17in. d/Af = 2.36 Ix = Sx = 391in.^4 64.2in.^3 rx = 5.18in. ly = Sy =...


Determine the strength of a A992 steel column (Fy = 50 ksi), W 12 X 50 with a total length of 45 feet (both fix-end connection) for the following cases:



  1. Design axial compressive strength (LRFD) using AISC Requirement.

  2. Allowable axial compressive strength (ASD) using AISC Requirement.


A =<br>14.6in.^2<br>d =<br>12.2in.<br>tw =<br>0.37in.<br>bf =<br>8.08in.<br>tf =<br>0.64in.<br>T =<br>9-1/4<br>in.<br>k =<br>1.14in.<br>k1 =<br>0.9375in.<br>gage =<br>5-1/2<br>in.<br>rt =<br>2.17in.<br>d/Af =<br>2.36<br>Ix =<br>Sx =<br>391in.^4<br>64.2in.^3<br>rx =<br>5.18in.<br>ly =<br>Sy =<br>56.3in.^4<br>13.9in.^3<br>ry =<br>1.96in.<br>

Extracted text: A = 14.6in.^2 d = 12.2in. tw = 0.37in. bf = 8.08in. tf = 0.64in. T = 9-1/4 in. k = 1.14in. k1 = 0.9375in. gage = 5-1/2 in. rt = 2.17in. d/Af = 2.36 Ix = Sx = 391in.^4 64.2in.^3 rx = 5.18in. ly = Sy = 56.3in.^4 13.9in.^3 ry = 1.96in.

Jun 11, 2022
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