Steel: A = 500 mm? P Timber: 4P A = 2000 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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ЗР
Steel:
A = 500 mm²
P
Timber:
4P A = 2000 mm²
Concrete:
A = 8000 mm²
Transcribed Image Text:ЗР Steel: A = 500 mm² P Timber: 4P A = 2000 mm² Concrete: A = 8000 mm²
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
106.32 MPa, stress in the timber is 11.49 MPa, and
stress in the concrete is 19.61 MPa. Round off the
final answer to two decimal places.
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 106.32 MPa, stress in the timber is 11.49 MPa, and stress in the concrete is 19.61 MPa. Round off the final answer to two decimal places.
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