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Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 62.5 P2 P1-200+AX100 kg P2-20

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8 In х. Ay suppoh re.aehoms lead:500o Tak moment about A me Con sidering clock wise es postthive ond anti o ck wise. as negah e y 162.bo A262 Poo C. Due to reLer (M) is the momen-ag- se chon X-X in each member duc o real Loaa as shown em 1 By 6 m Ay Note: Vivtual unvt-load should beTaking mamen about- A Bv Let 、rm, be the moment al- se, chuonK-X due to visual oads. 点A-1 3

Mm D C. 너 CE 3 = 1500 9000-1500儿 t 4500-1500礼-150。 6-3一儿Now Def leckion atB in hor 1 mll direcion xen as, M.m 8 E I Mm dx 900-15007 E 1 E1 Q 0350 E I Negahve strnimplies deflechon İ

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