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A beam ABC with an overhang from B to C sup- ports a uniform load of 200 lb/ft throughout its length (see figure). The beam i

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2 oo Iblet RAHt 12ft 6f t RA 18ft rnonm 12- Afplying momeneqilim about & 12 A ool ctla maximum bending oint momeut A BCalculate aximum tensile stress as folouws ollows Imomeut c.. dishon (e between bttom layer and Centoidal axis 13 Cal calatensd e Y dha大.fue beam SOA Saggi ng type bendin momet according t ladn n Section BC Calculab h maximun bending moment at fo S= 8-13 in tb ree bodydiaaml tla beam Calculate ·the Support Yeactiory . Apply moment equi li brium about A 2Con Side the vertical eilis 0 2L aximum bending momeut occuys torte tha shear force expressien AR Heve Cal cutate hcom pYessiCon Side tat tleben bend nomet acCoydirg to loadina m Secion Bc Calculate th maximumb Section B C bending moment at CaleulateLL-a 2 20 Simpli4, a ation 1 8 Span length is L1.73

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