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Differentiate between Short Column and Slender Column
Short Column
It is a column of rectangular section, the effective length of which does not exceed 12 times of its least lateral dimension.
Slender Column
It is a column of rectangular section, the effective length of which exceeds 12 times of its least lateral dimension.
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Design for the limit state of collapse in bending Following assumptions are taken in the design for the limit state of collapse in bending or flexure. Plane sections norm
Example for Beam Flexure Design Select the lightest W section for the simply supported beam shown below. The beam length is 12ft. The nominal loading is: w d = 4.0 kip/ft (i
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