Determine the reactions at the supports of the beam which is loaded as shown.

Q: Classify each of the structures shown as statically determinate or statically indeterminate. If…

A: For any frame in two-dimensional analysis, every beam will have three forces shear force, bending…

Q: If AC is a two-force member and the magnitude of the reaction at A is 4.63 kN, determine the…

A: Here, HA = Horizontal Reaction at A          VA = Vertical reaction at A          HB = Horizontal…

Q: Determine the reactions at the supports.

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Q: Determine the support reactions of the frame load loaded as shown Determine the reactions 1.5 k/ft…

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Q: termine the reactions pins 0.6 m 0.4 m 0.4 m 200 N-m 0.4 m B

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Q: 9o L2 P.

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Q: Determine the reactions at supports A, B and C 10KN 6kN Hinge 3kN 12KN.m 2 m 4 m 2 m 2 m 3 m 2 m 幸 幸

A: When a force or moment is gereated by external agencies on a body, to counteract that a reaction is…

Q: determine the reactions at the supports for the structures shown A J 25 kN/m 6 m Hinge 250 KN 6 m B…

A: A frame is pinned at A and B, and also an internal hinge is present at the top of the frame.The…

Q: 6 kips 7 kips 8 kips B 4' 3' in

A: To find the reaction forces . We take moment about the hinge joint is equal to zero .   At hinge ,…

Q: Determine the reaction in the support of the beam loaded and supported as shown: 5 kN/m 5 kN/m 40 kN…

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Q: A beam AB is supported by a pin at A and a rocker at B. Note that while the pin at A is in the…

A: Given data in question  Loads Span member length  Angle To find out  Reactions

Q: Classify each of the pin-connected structures shown in figure below as statically determinate or…

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Q: Determine the magnitude of the pin reaction at A as a function of P. The weights of the members are…

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Q: From the given indeterminate beam, the reaction at B and C are assumed to be the redundant and are…

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Q: 160 lb 300 lb A 1.75 ft 1.85 ft 6 ft 3 ft

A: Draw the free body diagram.

Q: Reaction at support 'B' of the structure shown is P. C L.

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Q: For the frame shown, determine the reactions at the supports.

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Q: 2) Determine the force in member BD of the structure components shown. Also determine the of the…

A: Given : Determine the force in member BD and also determine the component of reaction at C ?

Q: 8 -2m 2m 2m 2m 2m 2m CO

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Q: A beam AB is supported by a pin at A and a rocker at B. Note that while the pin at A is in the…

A: Given that : AB is supported by a pin at A and a rocker at B. the pin at A is in the center if the…

Q: State the degree of indeterminacy of the structures(1.2,3,4,5. If the structure is unstable input…

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Q: Determine the reaction at the support B. 500 N 400 N 0,5 m В -2 m 2 m

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Q: Determine the reactions for the beam shown. 12 KN 15 KKNM 6 KNm R1 R2

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Q: 2000 lb 1000 lb -12 ft B -12 ft- 8ft D E -12 ft 6 ft 6 ft

A: Using the equilibrium equations Σ Fy =0VC + VE = 3000Σ MC = 0-2000 × 24 - 1000 × 16 + VE × 6 = 0VE =…

Q: Determine the external determinacy of the following structures. Put D- if the structure is…

A: Given data in question  Beam Internal hinge To find out  Indeterminacy  Ds= total static…

Q: Determine the reactions at the supports for the structures shown

A: Support Reactions : 1. Vertical Reactions :

Q: Determine the reactions at the supports for the beams shown below

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Q: Determine the reactions and the force in each member of the trusses shown in Figs. using the method…

A: Given:- 4 panels at 8m EA=constant height=6m To find:- The reactions and the force in each member

Q: Solve the reactions at the supports. 20 k- A 1.5 k/ft 12 ft- Hinge 1.5 k/ft 12 ft- B 12 ft 12 ft

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Q: Q#2 Determine the reactions on beam shown in figure 78/m21 -12-

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Q: Determine the reactions at the supports for the prismatic beam of Fig.

A: ∑MA = 0 (Taking Clockwise +ve and Anticlockwise -ve) wx*x*x/2 -MA+M +V*x = 0 w*x32+V*x = 0

Q: Solve for the external and internal reactions of the structural members shown.

A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: Determine the reactions at the supports 1000lb 600 lb B 20' 20' 20' 20' E 400 lb 1000 lb

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.