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Structural-Engineering-MCQs-1

The limit of eccentricity for no tensile conditions for a column of circular section of diameter (d) is ............


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This Chapter Structural-Engineering-MCQs-1 consists of the following topics

For no tension condition in the base of a short column of circular section, the line of action of the load should be within a circle of diameter equal to ............ of the main circle.

The limit of eccentricity for no tensile conditions for a column of circular section of diameter (d) is ............

The load at which the column just buckles, is known as ............

The limit of eccentricity for no tensile conditions for a column of circular section of diameter (d) is ............

Structural Engineering MCQs 1

Structural-Engineering-MCQs