Problem 6 (20pts) skal C -40 in. a In Figure 6, column BD has a square cross section. It is pinned at B and fixed against rotation at D. However, there is no restraint on the horizontal displacement of point D. Derive a symbolic formula for the critical load of column BD, as a function of E (the Young's modulus of the material that makes column BD), I (the moment of inertia of the cross section of BD) and L (the length of column BD). 10 in. 1 35 in. 45 in 0.625 in. 0.625 in. D E
Problem 6 PCBD = ΠΕΙ 4L2
Problem 6 (20pts) skal C -40 in. a In Figure 6, column BD has a square cross section. It is pinned at B and fixed agains
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Problem 6 (20pts) skal C -40 in. a In Figure 6, column BD has a square cross section. It is pinned at B and fixed agains
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