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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. P 2P

Find the maximum allowable value of P for the column. The cross-sectional areas and working stresses (w) are shown in the figure. P 2P Steel: A = 500 mm Gw = 120 MPa Timber: 4P A = 2000 mm % = 12 MPa Concrete: A = 8000 mm w = 16 MPa

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