Steel: A= 500 mm? ,- 120 MPa Timber: 1.8 Find the maximum allowable value of P for the column. The cross-sectional 4P A= 2000 mm² , = 12 MPa areas and working stresses (o„) are shown in the figure. Concrete: A= 8000 mm? ,- 16 MPa

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Find the maximum allowable value of P for the column. The cross-sectional areas and working stresses (w) are shown in the figure. DRAW THE FREE BODY DIAGRAM.

Steel:
A = 500 mm?
,= 120 MPa
Timber:
1.8 Find the maximum allowable value of P for the column. The cross-sectional
4P A= 2000 mm²
o, = 12 MPa
areas and working stresses (7„) are shown in the figure.
Concrete:
A = 8000 mm
,- 16 MPa
Transcribed Image Text:Steel: A = 500 mm? ,= 120 MPa Timber: 1.8 Find the maximum allowable value of P for the column. The cross-sectional 4P A= 2000 mm² o, = 12 MPa areas and working stresses (7„) are shown in the figure. Concrete: A = 8000 mm ,- 16 MPa
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