Use AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k. Note: ... HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 × 53 A572 Grade 50 From Situation 1: b. Compute the Euler's Buckling Stress (ksi) Round your answer to 3 decimal places. Add your answer
Use AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k. Note: ... HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 × 53 A572 Grade 50 From Situation 1: b. Compute the Euler's Buckling Stress (ksi) Round your answer to 3 decimal places. Add your answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Use AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k.
Note:
...
HP12X53
Ag=15.5 in^2
rx = 5.04 in
ry = 2.86 in
16'
HP 12 × 53
A572 Grade 50
From Situation 1:
b. Compute the Euler's Buckling Stress (ksi)
Round your answer to 3 decimal places.
Add your answer
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