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3. A 0.8-m-diameter pipe is supported every 5 m by a small frame like that shown. Knowing that the combined weight of the pip

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3) fwien. u se 2.sm 2.5m 146 E Totat lot of pipe = 5x2 Eloknya - 4:0.4m) 5м D am Boz toutes = 38.46. 9 BD-CD Tangents from aFBD for AC A VA - HA EMA SO = FLECOSO X3 = N, (3-0.8323) => Fee = -8X2./677 = 17.403 kW 3699 N - Blk 10-8323m Eryso a fee sis200mm SA 200m 8 kN. 1 2001 200nun. foc i da tan 160 = 36-66° 160mm 200 1 8kN 200LUL FBD loc AB A LOour - HA 200m. FOR X EMA=07 Efy co 1. Fin sin20 - F Is cos20° + Foc sinx=8=0. >TFT sis20 - Farg cos 20° -0.889 0.7 - → EFx=0 - Foc cosx - Fancos 20° -

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