Question: Problem 1 . Global Buckling Analysis. ( 1 5 points ) . A 6 by 1 2 Beam and Stringer post is braced in two

Problem

1 .

Global Buckling Analysis.

(15

points

) .

6

12

Beam and Stringer post is braced in two directions as shown below. The wood is Alaskan Cedar No

. 1 .

All connections are assumed to be pins and the post has no bending moment applied. The axial load is due to dead load alone. The value of K for buckling in both directions is assumed to be

1.0 .

Determine the maximum axial dead load the Post can support.

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Problem 1 . Global Buckling Analysis. ( 1 5

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