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 83.65 MPa , stress in the timber is 17.81 MPa, and stress in the concrete is 19.54 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 83.65 MPa , stress in the timber is 17.81 MPa, and stress in the concrete is 19.54 MPa. Round off the final answer to two decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:ЗР
Steel:
A = 500 mm²
P
Timber:
4P A = 2000 mm²
Concrete:
A = 8000 mm²

Transcribed Image Text: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 83.65 MPa, stress in the timber is 17.81 MPa,
and stress in the concrete is 19.54 MPa. Round
off the final answer to two decimal places.
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