- 4 An Exterior Column Shown Should Be More Of An Axial Member Than A Flexural Member If The Demand Capacity Ratio For Fl 1 (159.68 KiB) Viewed 41 times
4. An exterior column shown should be more of an axial member than a flexural member if the Demand-Capacity ratio for fl
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4. An exterior column shown should be more of an axial member than a flexural member if the Demand-Capacity ratio for fl
4. An exterior column shown should be more of an axial member than a flexural member if the Demand-Capacity ratio for flexure does not exceed 80%. Determine the minimum value of axial compressive strength using LRFD to satisfy the said condition. The column is safe against sidesway. Express k in 2 significant figures. Data for materials are given below: 7.5 m Steel used: A-50 I for Column: 687 x 10 mm I for Beam: 485x 10 mm Column Area: 32300 mm? Column radius of Gyration = 146 mm 6.2 m
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