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5. use the force method to determine the reactions at the support draw the Shear and moment diagrams. Assume A is fixed and B
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Soin 15K --> + - 1 + 10 22 - Step-i Cololate degree of static Indeterminacy Denon DSI - No. of Total Unknowns - No. of Availand for Small angle tano u o A2 LGO 42 = 750X 10 EI Да 7500 EI - = > So, over all deflection due to lood at point B is - A+12500 EI + 8000 ЗЕТ RB =0 12500 3f RB х All EI RB = 4.688K n. Step(vi). Now Calculate other reactions using equations of equiStep-wil shear force Diage am. 15k ISK 15K (+) В + + B (-) 13 RB 4.68K 4:688K 4.688k 11 15k 10.31K 10.31K (+) B 772 41.688K 2* Calculation of point of zero moment. But 15k List B А: tx- 14.68K at i distance from point in 15 (10->) - 4.688 (20+2) = 0

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