a w12x65 column section shown in the figure is pined at each end and has an additional support in the weak direction at a point 4.19m from the top. Use x = 4.71 K=1 A = 12323 rx = 134.11 ry = 76.71 Fy = 248 Determine the a) design compresive strength (KN) b.) Elastic critical buckling stress (MPa) c.) Flexural buckling stress
a w12x65 column section shown in the figure is pined at each end and has an additional support in the weak direction at a point 4.19m from the top. Use x = 4.71 K=1 A = 12323 rx = 134.11 ry = 76.71 Fy = 248 Determine the a) design compresive strength (KN) b.) Elastic critical buckling stress (MPa) c.) Flexural buckling stress
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a w12x65 column section shown in the figure is pined at each end and has an additional support in the weak direction at a point 4.19m from the top. Use x = 4.71 K=1
A = 12323
rx = 134.11
ry = 76.71
Fy = 248
Determine the
a) design compresive strength (KN)
b.) Elastic critical buckling stress (MPa)
c.) Flexural buckling stress
D.) Critical slenderness ratio
E.) Nominal compressive stress
F.) allowable compressive strength
Transcribed Image Text:x+y
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