Note: HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 × 53 A572 Grade 50

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Chapter5: Beams
Section: Chapter Questions
Problem 5.11.5P
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compute Compute the Euler's Buckling load andGoverning Nominal Compressive strength based on AISC E3-2 or E3-3 (kips)

Note:
HP12X53
Ag=15.5 in^2
rx = 5.04 in
ry = 2.86 in
16'
HP 12 × 53
A572 Grade 50
Transcribed Image Text:Note: HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 × 53 A572 Grade 50
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