statics equilibrium QUESTION 7The compound beam is pin supported at C and supported by a roller at A and B. Thereis an internal hinge (pin) at D.Neglect the thickness of the beam.8k12k15 k - ftA VD B4k-6ft-'4 ft 2 ft(a) Calculate the reaction at support A.(b) Calculate the reaction at support B.(c) Calculate the reaction at support C.

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Answered: The compound beam is pin supported at C…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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(1) Cerd A 60° عليك B JIN treat the black as a G that is consistent with equilibrium, assu friction с ssuming bbock: W₁= Tot : Sassume it's uniform TBD (→ G = cent of gray) friction: the largest Value consistent with equilibrium uniform an A rigid red, BC, is positioned as shown, and is connected by ^ in extensible cord to a block A as shown. Find the largest value of WA a coefficient of static may ; = 0.40 at all three "sites" of friction, A, B, and C. You particle, but you'll need to treat the rod as a rigid body. This is an impending sliding problem. (The pulley is frictionless.) 816 will cancel out Ms = 0.40 (at all three sites of friction)
Determine the components of the reactions at A and E, (a) if a 760-N load is applied as shown at C, (b) if the load is moved along its line of action and is applied at point D. B 300 mm- Σ Fx = 0: o Σ Μ Α = 0: Ey = O 600 mm- o Ex = C Solution: 1. Free body: Entire assembly. This analysis is valid for both a) and b), since position of the load on its line of action is immaterial. o FBD: in total, there are o Hence Ax = D -300 mm N; Σ F, = 0: Ay = 2. If the load is acting on C, we choose the free body: member BE o Member BE has forces acting on it. (number of forces) E N; 200 mm N; forces/reactions (number of forces) acting on the entire assembly. Ex Ey • Thus the force acting on E should be directed along EB, hence N; 3. If the load is acting on D, we choose the free body: member AC o Member AC has forces acting on it. (number of forces) =
Difference between the equilibrium of forces and resultant forces with examples.
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Subject:Statics of Rigid BodiesPlease display your solution, and please make it nice and readable.

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