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Case Example - Uniaxial Bending:
Analyze a 350 mm x 450 mm column both end pinned with unsupported length 3.2 m
subjected to design axial load of 1200 kN, and Moment 250 kNm in one direction.
Consider concrete grade M20, Fe415 grade 25 mm diameter 10 longitudinal steel bars
with clear cover 40 mm.
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