Determine the reactions at supports A and B due to the applied loads shown

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: 2. Determine the reactions at the supports. 50 k 2 k/ft 10 ft 3 k/ft 24 ft- 12 ft- -12 ft-

A:

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 the supports. 5 kN 2 m B ¥6 kN 8 kN 2 m 2 m 2 m

A:

Q: Practice Problem #5) Determine the reactions at the supports for the beam

A: Step 1: Given Data:A 50 kN point load at A, inclined at 30° to the horizontal.A distributed load of…

Q: 15 kN 4 3 B C 1.6 m A IF JE -1.2 m- -1.2 m- -1.2 m–> 18 kN

A: While using method of joints sign convention is very important so using  + = Tensile member - =…

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: 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…

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.