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

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