Design of a Rectangular Column subjected to combined axial loading and biaxial bending
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Design of a Rectangular Column subjected to combined axial loading and biaxial bending
Design the reinforcement in a short column 400 mm ×600 mm subjected to an ultimate axial load of 1600 kN together with ultimate moments of 120 kNm and 90 kNm about the major and minor axis respectively. Use M20 grade concrete and Fe415 steel.
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