Required: Draw the free-body diagram needed to determine the reactions at supports A and B. Find the reactions at supports A and B.

Q: Determine whether the structures shown are unstable, statically determinate, statically…

A: .A statically indeterminate structure is one that is stable but contains more unknown forces than…

Q: 2501b IS016 200 lb 15016 2001b

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

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Q: Determine the reaction at the support B. 500 N 400 N 0.5 m 2 m 2 m

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Q: ld a total of 4 kN load. Cable BC s = free body diagram for the whole : e free body diagram for…

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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: Member Magnitude,N X- Y- component Component 0.6 m A 500 N В AE 2000 N 0.3 m O F A 0.2 m 0.4 m 0.3 m

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Q: 9o L2 P.

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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: 1. Calculate the reactions. 2. Obtain the required equations for drawing SFD and BMD for each 3.…

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Q: beam is unstable if 3 reactions are parallel to each other O r<3n 3 reactions will meet at a common…

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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: Determine the reactions at the supports of the beam loaded as shown below: A 10cm 12N 31/660 B 60°…

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Q: Given the following, Determine the reactions for the beam.

A: Here, we have given only one point load P.

Q: Determine the degree of determinacy of the structure shown below. Put "-1" if unstable, "O" if…

A: We have to determine the value of degree of determinacy and if unstable use -1 and if determinate…

Q: 100 kN 4m TTTT 4m 6M

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Q: Determine the reactions at the supports and forces at hinge B acting on member CBA. 0.6 m 500 N B…

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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: horizontal and vertical components of rea 400 N

A: solution of above solution is below:

Q: -6.5 m- +-3.5 m A B 270 kg

A: solution  Given  mass of the I beam = 420 kg = 420 x 9.81 N = 4120.2 N carries a load of 270 kg =…

Q: Solve for the support reactions at A ond B

A: Given:- Overhanging beam To find:- Support reactions

Q: Determine the reactions at support A. F1 = 375 lb F2 = 500 lb 5 4 A B 0.5 ft 8 ft 6 ft 5 ft- 30° F3…

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Q: 30° W 600 mm 600 mm

A: free body diagram

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

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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: Determine the horizontal and vertical components of reaction at pin C.

A: The values and diagram given in the question are as follows:

Q: 15 ft 2.5 k/ft B A El= constant 15 ft 50 k-ft с

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

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Q: The following steel shaft (1) is rigidly connected at B to another aluminum shaft (2). Both shafts…

A: Gs = 80 GPa = 80 × 103 N/mm2 GAl = 28 GPa = 28 × 103 N/mm2 Rotation of support C = 0.001 rad…

Q: 150N 100 N 70 mm 50 mm 8Q mm 50N 150 mm 100 mm 200 mm Solve for the reactions at A and B to the…

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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…

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.