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10kN,(o|-160 MPa . 20 cm. h = 10cm, B =10cm, b = 5 cm, F Given: H l: 1) calculate stresses in an arbitrary cross - section AB

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Lad is eccentric al-or both and Transfer the Poad to centyaid net effect oi0 be the cross Section the Tensile stressbending s2 Bending/ moment about -axis 2 Due to STYess A Q Tensile ahd od C and D Com press S 3 1.5 MP 2 0 15 MPa 6 6.67 x1 1.8.5 M P(2.15) c (1.85 - 0.95 isobsesd th stress Some Poin b/w AB and DLo E 2 F Pain- are Zero SresJ (2.15+0.85) - 2. 8 3 cm 1 1 5

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