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A timber column is loaded as shown in Figure 1(a). Plot the resultant stress distribution across the column cross-section which is shown in Figure 1 (b) [remained data is in the property boxes above ]

A timber column is loaded as shown in Figure 1(a). Plot the resultant stress distribution across the column cross-section which is shown in Figure 1 (b) [remained data is in the property boxes above ]

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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  1. A timber column is loaded as shown in Figure 1(a). Plot the resultant stress distribution across the column cross-section which is shown in Figure 1 (b) [remained data is in the property boxes above ]
Note: Timber Grade 1 properties ETI = 15 GPa • Tyield, tension - T1 = 10 MPa FIGURE 1 FIGURE 2 yield, compression - TI = 5.0 MPa Timber Grade 1 200 200 mm, min 100 mm Timber Grade 2 properties • E12=30 GPa • yield, tension-T2 = 7.5 MPa ● O 400 kN load (a) Longitudinal column section 40 kN/m /= 3.0 m (a) Longitudinal beam section 200 Inm yield, compression-T2= 3.0 MPa 200 inm 100 mm- 200 mm 400 KN Load 100 mm (b) Plan view of column 200 mm 100 mm 100 mm 200 inm 200 mm Timber Grade 1 Timber Grade 2 (b) Beam cross-section
Transcribed Image Text:Note: Timber Grade 1 properties ETI = 15 GPa • Tyield, tension - T1 = 10 MPa FIGURE 1 FIGURE 2 yield, compression - TI = 5.0 MPa Timber Grade 1 200 200 mm, min 100 mm Timber Grade 2 properties • E12=30 GPa • yield, tension-T2 = 7.5 MPa ● O 400 kN load (a) Longitudinal column section 40 kN/m /= 3.0 m (a) Longitudinal beam section 200 Inm yield, compression-T2= 3.0 MPa 200 inm 100 mm- 200 mm 400 KN Load 100 mm (b) Plan view of column 200 mm 100 mm 100 mm 200 inm 200 mm Timber Grade 1 Timber Grade 2 (b) Beam cross-section
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