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40 kN 20 kN/m For the shown frame and loads, it is required to: 80 kN -Calculate reactions 6.0 m 40 kN Draw N.F.D. S.F.D & B.
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80 (İ) To find the reschons stsebbots QoVA-920-4000-960十120 OSince mem ber c i hincted at foink, hence Hence, teac hons at as ous 620 a /nn 11224 12.0 0 88 UN 238LNfor member EF E 19 36.8 ,9 X p. 248 (os g6.YF ㅈ 198.4 hN 528 4 (43.84N 5) 2.88 988 292 KMSh ear Force Dieetem Gn c-t 232k Bendinsd Moment Δ, cret kenn 8 0

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40 kN 20 kN/m For the shown frame and loads, it is required to: 80 kN -Calculate reactions 6.0 m 40 kN Draw N.F.D....
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