Determine the nominal strength of a A36 steel column (Fy = 36 ksi), W 14 X 68 with a total length of 50 feet (both pin-end connection). W14x68 A =20in.^2d =14in.tw =0.415in.bf =10in.tf =0.72in.T =10-7/8in.k =1.31in.k1 =1.0625in.gage =5-1/2in.rt =2.71in.d/Af =1.94 Ix =722in.^4Sx =103in.^3rx =6.01in.Iy =121in.^4Sy =24.2in.^3ry =2.46in.

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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 nominal strength of a A36 steel column (Fy = 36 ksi), W 14 X 68 with a total length of 50 feet (both pin-end connection).

	W14x68
A =	20	in.^2
d =	14	in.
tw =	0.415	in.
bf =	10	in.
tf =	0.72	in.
T =	10-7/8	in.
k =	1.31	in.
k1 =	1.0625	in.
gage =	5-1/2	in.
rt =	2.71	in.
d/Af =	1.94
Ix =	722	in.^4
Sx =	103	in.^3
rx =	6.01	in.
Iy =	121	in.^4
Sy =	24.2	in.^3
ry =	2.46	in.

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