An interior column supports the roof of an office in Melboume as shown in Figure 3. The columns height is 4.8 m and has a cross-section of 170 x 55 mm. The column is made up of seasoned Kapur of strength grade F27 timber. The intermediate lateral restraints are shown in Figure 3. Each end of the column is held by two M16 bolts. The column carries an unfactored permanent load of 12 kN and unfactored imposed roof load 14 kN. The annual average moisture content for the environment would be 25%. Determine if the column can carry the applied compressive loads. 4.8 m 1.2m 1.2m 1.2m

An interior column supports the roof of an office in Melboume as shown in Figure 3. The columns height is 4.8 m and has a cross-section of 170 x 55 mm. The column is made up of seasoned Kapur of strength grade F27 timber. The intermediate lateral restraints are shown in Figure 3. Each end of the column is held by two M16 bolts. The column carries an unfactored permanent load of 12 kN and unfactored imposed roof load 14 kN. The annual average moisture content for the environment would be 25%. Determine if the column can carry the applied compressive loads. 4.8 m 1.2m 1.2m 1.2m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.4.3P: Determine the smallest value of yield stress Fy, for which a W-, M-, or S-shape from Part 1 of the...

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