tatics - Internal and External Forces 1. Draw a Free Body Diagram of the beam. 2. Calculate the reactions at each end of the beam. 3. Cut the beam in the middle and draw the free-body diagram of the cut beam. 4. Find the internal reactions at the middle section of each cut beam.

Q: 5kN/m 21 5m 20kN 2m I + 2m 3kN I 3m D

A: To find the reactions at the supports and to draw the Moment diagrams.

Q: Determine the reactions at the supports. 400 N/m B. 3 m -3 m

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Q: 8k/ft 4 k/ft 30 ft

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Q: The reaction at support A RAy and reaction at support C RCy b- The bending moment at B…

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Q: The Frame is hinged at rigid supports in A & E . Find the components of the Reaction at A and E…

A: To find the components of the Reaction at A and E and the force in member BC and BD

Q: = 1.5x 1.225m P1 The steel plate is 0.1 m thick and has a density of 7500kg/m'. Determine the…

A: An object center point is referred as centroid. The centroid of a triangle is the point where the…

Q: Given the beam loaded as shown. 60 KN 3 m 50 kN/m 10 kN-m A 1m 5 m

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Q: 6 m 40⁰ 50 kN A 8 m 12 m 40 kN В By Bx

A: Considering all the forces , reactions acting on each points the FBD can be drawn as ;

Q: Determine the reactions at A and D for the statically indeterminate structure given A t L/4 B q=P/L…

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Q: The reaction at fixed end Rcy * II. The bending moment at the fixed end Mc * III. The shear force at…

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Q: M. SET B P 15 kN 22 kN.m 3.75 m Mo L1 L2 LI L2 4 m

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Q: Calculate the reactions at supports. 400 N/m 400 N/m 3 m

A: The given beam is analyzed by using the equations of equilibrium forces.  The algebraic sum of…

Q: The beam shown below supports several loads. The beam pin support at A, and two roller supports at B…

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Q: Prob. 5.2-12. For the beam in Fig. P5.2-12. determine the following: (a) V₁ and M₁, the reactions at…

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Q: Determine the reactions at B, C, and the maximum force F if the reaction at A is 175 kN. Note that…

A: To find Reaction at B &C  Maximum force F

Q: and frames shown.Draw the FD

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

A: The free body diagram of the beam,

Q: Solve each problem using the method of least work.

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Q: Find all the reactions of the frame in Figure 1; 4 kN/m A EI EI 4m C

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Q: Determine the reactions at the supports A and B and Draw a free body diagram

A: We have to determine the reactions at supports A and B

Q: Find out the reactions at supports. 400 N/m 200 N/m -3m

A: Following is the given beam carrying uniformly varying load:

Q: Given the following Determine the components of the reactions for the beam.

A: Step 1:Step 2: Step 3: Step 4:

Q: From the truss shown 120 kN 4.5 m 3 m 1.5 m A G. 2 m 2 m E 2 m 60 kN

A: Since the truss is determinate, reactions can be computed directly by the equilibrium equations…

Q: Solve for the reaction at D.

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Q: Determine the reactions at the support if F1 = 8kN, F2 = 4kN, F3 = 3kN. %3D %3D %3D F,

A: Reactions actingAx, Ay and MA

Q: Determine the horizontal and vertical components of reaction at pins A, B, and C of the two-member…

A: Before analysis of the structure, we need to find the structure is statically determinate or…

Q: 10 N.m A 6m

A: To determine: Magnitude of reaction at B.

Q: From the loaded frame of a vertical member is 6m and horizontal member is 5m and 10kN located at…

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Q: STATICS AND EQUILIBRIUM- REACTIONS/SUPPORT The truss is supported by a pin at point A and a roller…

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Q: 1. The truss is supported by a hinge at A and a roller at Bas shown. Find the reactions in the…

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Q: Determine the reaction at A and the force in each member of the left half of the truss.

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Q: Problem No. 2. Determine (approximately) the reactions at the base of the columns of the frame shown…

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Q: 2-34. Determine the components of reaction at the supports. Joint Cis a rigid connection. S&N 5 m

A: Solution: At joint B is sloped sin∅=opphyp=35∅=sin-135∅=0o38'36.6'' The moment equilibrium…

Q: Situation C. The plane truss is loaded as shown. Assume A = 1,300 mm2 and E = 200 GPa 10 kN 40 kN 1…

A: Given:- A=1300 mm2E=200 GPa To find:- Reaction at roller support Force in member ac

Q: 10 N E 2.4m D 2.4m S 2.4m B 2.4 m 2.0m

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Q: determine the reactions at the supports of the beam.

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