The ABC rigid bar is suspended by the BD rigid bar and by an A pin that connects it to the other ADE rigid bar. If the overhang load at point C is equal to 12kN, calculate the force on the BD bar and the reactions FA = √??2 + ??2, on pin A and the reaction FE roller located at point E. Disregard the weights of all the bars.

Q: C L D 1.5L

A: Given:- A is fixed B, C and D are hinged To find:- Reactions at support A and D

Q: The uniform link AB, has a mass of 3 kg and is pin connected at both of its ends. The rod BD, having…

A: The given figure is shown below:

Q: The aluminum-alloy shaft AC has a 400-mm-long tubular section AB and an 800-mm-long solid segment…

A:

Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: 750 N A -500 mm 400 mm 150 mm 450 N C 250 mm B D 600 mm

A:

Q: Beam AC is attached to the wall and is supported by column BD at the other end, as shown in the…

A: Disclaimer :“Since you have posted a question with multiple sub-parts, we will solve first three…

Q: A 75 mm D B Determine the force in member BD and the co C.

A:

Q: LABT B C LAC A 0000 P

A: For the given data , we have to find the 1. Maximum value of load P  2 . Reaction at support A

Q: etermine the reactions at the supports A and B. Observe that A is a roller support and B is a pin…

A:

Q: 5. Bar ABD and bar CEF are connected using a pin at point C and a strut member BE to support a 9000…

A:

Q: What is the maximum load, F, that can be applied such that the reaction at C does not exceed 150kN…

A: Asked: To determine the largest value of load F, such that the reaction at support C does not exceed…

Q: The frame AB is supported by a pin at A and a pin at B. It is subjected to a concentrated force of…

A: To find the vertical reaction at B

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.