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Plane Truss with Span Length L = 4 (E=170GPa)( E = 170 \mathrm { GPa } )

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plane truss with span length L = 4.5 m is constructed using cast iron pipes (E=170GPa) ( E = 170 \mathrm { GPa } ) with a cross-sectional area of 4500 mm24500 \mathrm {~mm} ^ { 2 } The displacement of joint B cannot exceed 2.7 mm. The maximum value of
Loads P is approximately:  plane truss with span length L = 4.5 m is constructed using cast iron pipes  ( E = 170 \mathrm { GPa } )   with a cross-sectional area of  4500 \mathrm {~mm} ^ { 2 }  The displacement of joint B cannot exceed 2.7 mm. The maximum value of Loads P is approximately:   A)  340 kN B)  460 kN C)  510 kN D)  600 kN

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