Question S: A rectangular column with cross-sectional dimensions b and h is fixed supported at end A and free at end C. At midheight, the column is restrained in the plane of the figure (prevents rotation and deflection), but is free to deflect and rotate perpendicularly to the plane of the figure. Knowing that b-50 mm, h- 200 mm and L-2,0 m determine the allowable load P using a factor of safety with respect to buckling of 2,5. (E= 75 GPa) X1 Section X-X

Structural Analysis
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Chapter2: Loads On Structures
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Question 5:
A rectangular column with cross-sectional dimensions b and h is fixed supported at end A and
free at end C. At midheight, the column is restrained in the plane of the figure (prevents rotation
and deflection), but is free to deflect and rotate perpendicularly to the plane of the figure.
Knowing that b- 50 mm, h = 200 mm and L-2,0 m determine the allowable load P using a
factor of safety with respect to buckling of 2,5. (E = 75 GPa)
X1
B
Section X-X
b.
Transcribed Image Text:Question 5: A rectangular column with cross-sectional dimensions b and h is fixed supported at end A and free at end C. At midheight, the column is restrained in the plane of the figure (prevents rotation and deflection), but is free to deflect and rotate perpendicularly to the plane of the figure. Knowing that b- 50 mm, h = 200 mm and L-2,0 m determine the allowable load P using a factor of safety with respect to buckling of 2,5. (E = 75 GPa) X1 B Section X-X b.
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