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According to Euler's column theory, the crippling load for a column of length ($$l$$) with one end fixed and the other end hinged, is
The assumption, generally, made in the theory of simple bending is that
The assumption made in the theory of the reinforced cement concrete beam is that
The assumption in the theory of bending of beams is:
Which one is not a assumption of the theory of demand based on analysis of indifference curves?
In a simple bending theory, one of the assumptions is that the plane sections before bending remain plane after bending. This assumption means that