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6 m 2.5 m Question 3 The simple truss shown in the Figure is to be analyzed. If the angle of support surface at C can be vari

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EMC=0 (Br) (2.5) +(1000) (6)=0 Be = –2400KN 1000KN ko өд с (1) - Efy=0 1000 + By = Rc sino Rec Sir By = Resino - 1000 - I ) E- 10,000 = 1000 – 2400 fand . [ Fec = -10.000 kN] 11000 tan O= 2400theta Fbc 0 1000 10 577.0354 20 126.955 30 -384.787 40 -1012.38 50 -1857.63 60 -3151.8 70 -5581.19 80 -12554.7 90 20001 - 20

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