SAMPLE PROBLEM 1: VSE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm* d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.
SAMPLE PROBLEM 1: VSE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm* d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Topic: COMBINED STRESS - STEEL DESIGN
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![SAMPLE PROBLEM 1:
USE LRED
The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and
is subjected to the eccentric load P. The beam is laterally supported about its weak axis.
The properties of W 6 x 20 relevant to this problem are:
A = 3,790 mm²
Ix = 17,231,980 mm
d = 157 mm
Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb22c6c44-3724-449b-8744-a8f8c979039c%2Fdb973460-f87c-4aca-8dc2-a6ba7935b65a%2Fdshd30e_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SAMPLE PROBLEM 1:
USE LRED
The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and
is subjected to the eccentric load P. The beam is laterally supported about its weak axis.
The properties of W 6 x 20 relevant to this problem are:
A = 3,790 mm²
Ix = 17,231,980 mm
d = 157 mm
Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.
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