20 You are not provided the free-body diagram for the beam associated with the internal shear force diagram shown. Given the diagram, which internal bending moment diagram COULD be correct? Diagram A Diagram B O Diagram C Diagram D DIAGRAMA HARAM 4 IF I' DIAGRAM THARAM

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A: Calculate the resultant force of the loading. The magnitude of the resultant force for the given…

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A: Free body diagram at joint S

Q: Referring to Figure (i) Check the stability and the determinacy of the truss

A: A) Given data : To Find : Stability and Determinacy  A problem of Structure.

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A: Towards the joint = compression  Away from the joint = tension

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A: Since you have posted multiple questions we will solve only the first question kindly repost the…

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A: We have to determine the value of force in member EC and DC and DA as shown in the figure.

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Q: 1. Determine the internal forces experienced by ALL the members of the given truss system.

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Q: PROBLEM a.) Find the reaction forces and the force in each of the members of the truss shown by the…

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Q: B. 10 k A |8A| -8 ft- -8 ft 20 k C -8 ft 20 k D -8 ft-

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Q: PROBLEM 2. The beam is shown: Indicate direction to your final answer. 80 kN ww 30 kN ww 500 kN/m…

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Q: 200 lb/ft 50 lb/ft" 6 ft- -50 lb/ft E 6 ft B 8 ft C 8 ft 8 ft

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Q: In the figure below, the trusses are all stable. Compute the magnitude of reaction at C in kips.

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Q: Determine the forces in DF, EF, and EG  in the truss shown diagrammatically in the figure

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A: to find  components of the forces acting at points C and F on the CEF element for the frame

Q: An overhanging beam is carrying the following loads: • Pi = 10 kips • w = 6 k/ft • M = 25 k-ft The…

A: The beam with the loading and support conditions is given as Pi=10 kipsw=6 k/ftM=25 k-ftDimensions…

Q: 4. If the load P on the bean causes the end C to be displaced 10 mm downward, determine the normal…

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Q: Find the shear strain at position B

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Q: Determine the force of the members CF and CG. 2 kN 2 m В 2 m C 2 m А G SN kN 3 m F E

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Q: A 3m 10N EN 1m 15N shown, compute for the reaction at Joint B. G 2m C 2m D 2m 10N H 1m E 3

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Q: Determine the force in each member of the truss shown. D 2600 mm2 T 2600 mm2 2000 mm2 2600 mm2 4.5 m…

A: Consider the FBD of the section: ∑Fy=0RD=100+100RD=200 KN∑Fx=0HA+100=HD At A:…

Q: 3m 10N FN 1m G compute for the reaction at Joint B. 2m 10N C 2m D 2m E H 1m 3m B

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Q: Problem 9.7 A Z-section as shown in Fig. 9.13 is subjected to a bending moment of 2 kN-m due to…

A: Solution-The Z-section as shown in the illustration is subjected to a bending moment of 2 kN-m due…

Q: What is the reaction at support A ?

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A: F1=733N F2=224N