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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:An interior column supports the roof of an office in Melbourne 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.
Figure -3
4.8 m
1.2m
1.2m
1.2m
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