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4) Beam AB is subjected to a uniform load of 100 N/m and is supported at B by a post BC shown below. If the coefficient of st

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100x6N BFB 3 3 NB From above beam Free body Denigram W = wxl Toox 6 Goon AMA- NB X 6 - Goox3=0 NB = 1800/6 300N NB | 300 Assu+> <Fx = 0 P- FB -Fc=0 +1 <Fy=0 => Nc - 300 = 0 Nc. 2300N 2 + Mc=0 => -px 0-3+ FR-O 2) 3 0.3 but Fo= MB X No 0-2X 300 = 60N SFc = Me Nc 0.4 x 300 => 120N -(ii) From (i & lig Fc > Fc Slippling At C occurs. So Noto the sume Post Slips At Ci- FB < MB NBFR MB XNO --> 0-2 x 300 => 60N FB < Fo This case Orawy First Since It requires a smaller value of p P=228.57 N Scanned by Tap

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