Check the w14x99 beam column loaded as shown using aisc interaction equations. the column is pinned top and bottom for both x- and y-axis buckling. The compression flange is laterally supported at the ends only. Use A992 steel and Fy = 50 ksi. Note that section data is provided.
Check the w14x99 beam column loaded as shown using aisc interaction equations. the column is pinned top and bottom for both x- and y-axis buckling. The compression flange is laterally supported at the ends only. Use A992 steel and Fy = 50 ksi. Note that section data is provided.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Check the w14x99 beam column loaded as shown using aisc interaction equations. the column is pinned top and bottom for both x- and y-axis buckling. The compression flange is laterally supported at the ends only. Use A992 steel and Fy = 50 ksi. Note that section data is provided.
Transcribed Image Text:Problem 3
Interaction Equations. The column is pinned top and bottom for both x- and y-axis
buckling. The compression flange is laterally supported at the ends only. Use A992
steel and Fy= 50 ksi. Note that section data is provided.
1Check the W14x99 beam-column loaded as shown using AISC
P 600 k
M 200 kf
W1499
A = 29.1
I, = 1110
in
in
S, 157
in
r, 6.17
Z,
in
20 f
W14x99
173
in
I, = 402
in
Sy - 55.2
in
ry= 3.71
2, - 83.6
in.
in
X = lateral support of
the compression flange
Mux =200 kf
TP. = 600 k
*I CH
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