Determine the design compressive strength, P in kips, that the column can carry using LRFD. The column is W10X88, A992 Steel with fy=50 ksi. The column has lateral bracing in the weak axis. Use theoretical values for k. z'lpincBLateralbracingYP9.84ft Strong-13.12 ftfix"Vweakaxis w10x88A =25.90d =10.80tw =0.61bf =10.30tf =0.99T=7-1/2k=1.49k1 =0.94gage =5-1/2rt =2.83d/Af=1.07Ix =534.00Sx =98.50rx =4.54ly = 179.00Sy34.802.63113.0053.107.53434038.6325.3064.2023.5056.00||ry =Zx =Zy=J=Cw=a =Wno =Sw=Qf=Qw=in.²in.in.in.in.in.in.in.in.in.in. ³in.in.4in.in.3in.3in.4lin.Ⓡin.in.²in.4in 3in.3

Given, rx = 4.54 in ry = 2.63 in A = 25.90 in2

Determine the design compressive strength, P in kips, that the column can carry using LRFD. The column is W10X88, A992 Steel with fy=50 ksi. The column has lateral bracing in the weak axis. Use theoretical values for k.

Determine the design compressive strength, P in kips, that the column can carry using LRFD. The column is W10X88, A992 Steel with fy=50 ksi. The column has lateral bracing in the weak axis. Use theoretical values for k.

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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Question

z'l
pinc
B
Lateral
bracing
Y
P
9.84ft Strong-
13.12 ft
fix
"V
weak
axis

w10x88
A =
25.90
d =
10.80
tw =
0.61
bf =
10.30
tf =
0.99
T=
7-1/2
k=
1.49
k1 =
0.94
gage =
5-1/2
rt =
2.83
d/Af=
1.07
Ix =
534.00
Sx =
98.50
rx =
4.54
ly = 179.00
Sy
34.80
2.63
113.00
53.10
7.53
4340
38.63
25.30
64.20
23.50
56.00
||
ry =
Zx =
Zy=
J=
Cw=
a =
Wno =
Sw=
Qf=
Qw=
in.²
in.
in.
in.
in.
in.
in.
in.
in.
in.
in. ³
in.
in.4
in.
in.3
in.3
in.4
lin.Ⓡ
in.
in.²
in.4
in 3
in.3

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