Determine the reactions at the beam supports for the given loading if F2= 1200 N/m.

Q: Determine all the reactions for the given structure. The uniform load on all girders extends to the…

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Q: Determine the reactions at the supports for the beam shown below. 4 kN/m 10 KN, 4 53m 12 m + 6 m…

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Q: 20 KN T 4 m 6 m 30 kN C A 8 m- 40 kN D B 12 kN/m 7m

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Q: 550 Ibf 480 lbf 58°, 75 Ibf/ft A 4 ft 3 ft 3 ft 10 ft 400 Ibf/ft For the cladding support frame,…

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Q: 4 m X B m- P₁ 3 m- P2 C D

A: Given data  P1 = 10 KN P2 = 20 KN From the given figure, it can be seen that joint A, B and C are…

Q: A portal frame has internal hinge in span BC as shown in figure. A point load traverses from B to C.…

A: A portal frame has internal hinge in span BC as shown in figure.A point load traverses from B to…

Q: 1. Determine the reactions at the supports. 30 k 2 k/ft 3 k/ft 60 k-ft A В 10 ft -20 ft- 10 ft

A: Given:- A beam is loaded as shown below

Q: determine the reactions at supports A, and C? 3 m 3 m 20 kN G F E 80 kN 20 kN 4 m 40 kN A B C D 4 m…

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Q: 4. The truss structure pictured below is supported by a pin at A and a roller at B. Determine the…

A: Free body diagram of truss structure :

Q: 4. Determine the support reactions of the beam shown: 4 kN/m 2 kN/m 2 m 3m

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Q: A 10-Kip load is applied on the following simply supported beam. Determine the support reactions at…

A: The given beam is simply supported beam which is statically determinate so the reaction can be…

Q: Determine the reactions at supports A, B, C using Force method

A: The given beam is indeterminate beam.The given beam can be solved by force method.The theorem of…

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.