The cross-sectional areas of a column are shown in the figure . Find the maximum allowable value of P (in N) for the column if the stress in the steel is 84.96 MPa , stress in the timber is 17.21 MPa , and stress in the concrete is 18.52 MPa. Round off the final answer to two decimal places.
The cross-sectional areas of a column are shown in the figure . Find the maximum allowable value of P (in N) for the column if the stress in the steel is 84.96 MPa , stress in the timber is 17.21 MPa , and stress in the concrete is 18.52 MPa. Round off the final answer to two decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The cross-sectional areas of a column are shown in the figure . Find the maximum allowable value of P (in N) for the column if the stress in the steel is 84.96 MPa , stress in the timber is 17.21 MPa , and stress in the concrete is 18.52 MPa. Round off the final answer to two decimal places.
Transcribed Image Text:ЗР
Steel:
A = 500 mm²
P
Timber:
4P A = 2000 mm²
Concrete:
A = 8000 mm²
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