3 kip| A 50 kip ft 15 kip 60° 5 ft- -10 ft- 3 ft

Q: 10KN 3kN 6kN Hinge 12KN.m 42m 4 m ,2m 2 m 3 m 2 m 幸

A: To find reaction at support A,B and C

Q: Determine the reactions at the support

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Q: Determine the reactions at the supports and draw the bending moment diagram for the following…

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

Q: determine the support reactions on the following structures

A: degree of static indeterminacy, Ds = number of members + number of unknown support reactions - 2 x…

Q: Problem 4.5 - Find the reactions at supports A and C. The weight of the rod is negligible. 4 ft -…

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Q: Q4: Determine the reactions at the support A & B for the frame shown in Figure. 30KN 20KN 4m 3m 3m…

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Q: The rigid truss supports the loads shown. (Assume that the +x-axis is to the right and the +y-axis…

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Q: 3.16 Determine the magnitude of the pin reaction at A as a function of P. The weights of the members…

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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: Q6) Determine the reactions at the supports. 100 lb/ft -5 ft- -4 ft- 200 lb/ft B

A: degree of static indeterminacy, Ds = number of unknown support reactions - number of equilibrium…

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.