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Consider the beam shown in (Figure 1). Assume A is fixed and the support at B is a roller. EI is constant. Part A Draw the in

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solution o -3m im RB when unit load is between B and e; (n=3 toom). deflechion at B due to unit wad; .. Sn = 1x(33 + 1x13)?xWhen unit wad is between A and Bi (X=0 103m): n -3m 3 m RB. + deflection at B due to unit wad; Spis 1x ri3 Ixn? 362 261 Sg N²so Ingwence line diagram for reaction at B, will be 2.5 Cubic. t 3 A

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