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The panel shown in Fig.is idealized into a combination of direct stress carrying booms and shear stress carrying plates; the boom areas are shown

The panel shown in Fig.is idealized into a combination of direct stress carrying booms and shear stress carrying plates; the boom areas are shown and the plate thickness ist 2mm. Calculate the direct load P in each boom, take A = 2B Take d-250mm,Area of boom=500mm, L = 1m. B AY L 1 2 3 3P d -2P d P

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