3. Using ASD, determine the adequacy of the ground floor exterior columns if the load combination of compression forces

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3 Using Asd Determine The Adequacy Of The Ground Floor Exterior Columns If The Load Combination Of Compression Forces 1 (87.81 KiB) Viewed 40 times

3. Using ASD, determine the adequacy of the ground floor exterior columns if the load combination of compression forces is equal to 674 kN and the moment is 442 kN-m. Assume the moment of inertia of the beam section is 50% higher than that of the column. Radius of gyration of the column section is 144 mm. Assume that the column is unbraced. The steel grade is A-50, column cross-sectional area is 28800 mm² and the plastic section modulus is 3980 x103 mm. The height of columns is 8.3 m. 4 spans @ 5.4 m each