Determine the reactions given the force acting on the structure below.

Q: Determine the reactions on the beam shown.

A: Consider the figure,

Q: DETERMINE THE REACTIONS ON THE BEAM SHOWN.

A: Since the beam is in equilibrium, hence net external force on the system is zero. Summetion of all…

Q: 20 kN Frictionless Roller: radius = 600 mm A 2m 30 kN/m B 1m 5m

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Q: 10 kN 15 kN/m 15 kN/m 2.0 4.0 4.0

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Q: The truss is supported on a roller at A and a hinge at B. Solve for the components of the reactions.…

A: Horizontal load at D= 340 lb  Vertical load at E= 700 lb  Vertical load at C= 500 lb

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

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Q: 50 kN/m 100 kN 5 m 8 m 20 kN/m

A: Given data: Internal hinge at B.

Q: external and internal reactions of the structural

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Q: if the steel plate pictured above has a thickness of 5mm and a density of 5000 kg/m^3, find the…

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Q: 10 k 4 k/ft 12' 12' 6' 6' 6

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Q: Determine the reaction at A for the structure loaded as shown in the figure. Include FBD.

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Q: Determine the static (internal and external) and kinematic indeterminacy of the structures.…

A: Solution:- The given figure is shown below,

Q: Homogeneous bar AB weighs 600 lb, calculate the reactions at supports A and B

A: Given: A simply supported beam carrying a uniformly varying load (UVL). Magnitude of UVL at support…

Q: h2= 8KN/m h1= 10KN/m 25 G | 14KN 2.5 3 4 3

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Q: Zm 150 kN B B 30 kN 12m T2m 4m 10 kN/m D

A: a b To find Support reaction of the beam

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

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

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Q: F 450 N +1.5 m 25m 2.0 m B 60° D 1.5 m 3.0 m 100 N 85 N + 1.5 m +

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

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Q: The given figure, (a) what is the reaction at C in kN? (b) what is the force at member AD and BD in…

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Q: 6. The 7m-beam shown weighs 5 kN. Determine the reactions at A. 80 kN/m 25 kN C = 50 KN-m 10.75m A…

A: Weight (5 kN) of the beam acts the center of the span

Q: 2000 lb/ft -12 ft B -4 ft C 8 ft 8000 lb D

A: Given:

Q: 2. For the structures shown below, indicate the reactions, degree of determinacy and stability. a.…

A: Degree of static Indeterminacy = Unknown - eqn Ds = M+R-2J    (for truss)

Q: Calculate reaction at supports

A: Let Reaction at Support A and B be RA and RB as shown in figure below:

Q: Determine the degree of determinacy of the structure shown below. Put “-1” i unstable, “0” if…

A: To find the degree of determinacy

Q: Assume fixed support at D and pins at A, B, and C of the three- member frame. 2km askm 4ft 2n 2ft…

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

Q: This is for review and checking! Compute the reaction components at A and G and them find the…

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Q: For the cantilever truss shown, determine the reactions. This is just a review on how to solve…

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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.