Question 5 Internal Column Braced Two Storey Building Supports Approximately Symmetrical A Q28128141

QUESTION 5 An internal column in a braced two-storey building supports an approximately symmetrical arrangement of beams (350 mm wide x 550 mm deep). The column is 350 mm square and has a clear height of 4.5 m at ground floor as shown in Figure Q5. The pad footing is not specifically designed to provide restraint to rotation of the column. An analysis resulted in the characteristic dead and live loads of 1100 kN each as being applied to the column. Design the longitudinal reinforcement and links for the column, assuming fcu 30 Nmm2 and fy & fyy 450 Nmm2. LIT 350 mm x 350 mm column ???? Figure Q5: internal column

QUESTION 5 An internal column in a braced two-storey building supports an approximately symmetrical arrangement of beams (350 mm wide x 550 mm deep). The column is 350 mm square and has a clear height of 4.5 m at ground floor as shown in Figure Q5. The pad footing is not specifically designed to provide restraint to rotation of the column. An analysis resulted in the characteristic dead and live loads of 1100 kN each as being applied to the column. Design the longitudinal reinforcement and links for the column, assuming fcu 30 Nmm2 and fy & fyy 450 Nmm2. LIT 350 mm x 350 mm column ???? Figure Q5: internal column Show transcribed image text QUESTION 5 An internal column in a braced two-storey building supports an approximately symmetrical arrangement of beams (350 mm wide x 550 mm deep). The column is 350 mm square and has a clear height of 4.5 m at ground floor as shown in Figure Q5. The pad footing is not specifically designed to provide restraint to rotation of the column. An analysis resulted in the characteristic dead and live loads of 1100 kN each as being applied to the column. Design the longitudinal reinforcement and links for the column, assuming fcu 30 Nmm2 and fy & fyy 450 Nmm2. LIT 350 mm x 350 mm column ???? Figure Q5: internal column

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