A steel column with a rectangular hollow section is subject to a vertical downward load P1 and a horizontal load P2, as shown in Figure 5 below. If the width of the hollow section is 70mm and the thickness is 5mm, determine the maximum compressive stress at the base of the column. P1=500KN, P2=100KN.
A steel column with a rectangular hollow section is subject to a vertical downward load P1 and a horizontal load P2, as shown in Figure 5 below. If the width of the hollow section is 70mm and the thickness is 5mm, determine the maximum compressive stress at the base of the column. P1=500KN, P2=100KN.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.2.1P
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![Question 5
A steel column with a rectangular hollow section is subject to a vertical downward
load P1 and a horizontal load P2, as shown in Figure 5 below. If the width of the
hollow section is 70mm and the thickness is 5mm, determine the maximum
compressive stress at the base of the column. P1=500KN, P2=100kN.
P1
- P2
e =110mm
Top plate-
P2
P1
1m
L120mm
120mm
(b) Top view showing
location of loads
(a) Column elevation
Figure 5: The cantilever column is fixed at the base.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd35c1a44-3c80-4aef-9e7c-70239e81dfcf%2Fd8a81c68-8151-4463-83d9-0e9cdc38ad8c%2F5o0746n_processed.png&w=3840&q=75)
Transcribed Image Text:Question 5
A steel column with a rectangular hollow section is subject to a vertical downward
load P1 and a horizontal load P2, as shown in Figure 5 below. If the width of the
hollow section is 70mm and the thickness is 5mm, determine the maximum
compressive stress at the base of the column. P1=500KN, P2=100kN.
P1
- P2
e =110mm
Top plate-
P2
P1
1m
L120mm
120mm
(b) Top view showing
location of loads
(a) Column elevation
Figure 5: The cantilever column is fixed at the base.
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