9. the maximum reaction at point A

Q: 20 N E D SN 3-m A G B 30N 7.5-m 1.5-m 1. 5- m 1.5-m

A:

Q: 40 k 20 k 5ft D 5ft -5 t- -5 f- -5 ft-

A:

Q: A parabolic cable carries a horizontally distributed load of 5 kN/m. The horizontal span between…

A:

Q: 20 k G 15 ft 10k E F 10 k 10 ft C. 20 k 20 k 25 ft 15 10 25 25 10 15 ft ft ft ft ft ft

A:

Q: A. Determine the y component of reaction at A. B. Determine the x component of reaction at C. C.…

A: Given: w = 17 KN/m  Required: A. Determine the y component of reaction at A. B. Determine the x…

Q: 50 kN 40 kN 20 kN 3m 3m 3m+ Determine the reaction at C

A:

Q: The clip angle connecting the beam's web at A to the column may be assumed pin support. Assume…

A:

Q: horizontal and vertical components of rea 400 N

A: solution of above solution is below:

Q: Determine the reaction components in the figure P3-117 39, kN 20 KN 1213 25 m 16m 36 20 20 30 20n20m…

A:

Q: 2 k/ft A 3 k/ft 600 k ft 12 ft 12 ft 2 k/ft B 60°

A:

Q: GOKN/m 2m Sm 5 KN/m Determine the reaction at B in kN. (Absolute value only)

A:

Q: Situation 1. Knowing that dc 3 m, determine the following: k2m k 2m k 3m 3m 4m ide do 5kN 5kN 10kN

A:

Q: 90 k 3 20 ft- 25 ft 75 k 3 20 ft

A:

Q: A. Determine the x and y components of reaction at A. B. Determine the y component of reaction at B.

A: Given: F = 21 kN Free body diagram:

Q: Question 49/50 Determine the Reaction at B. O 0.236 kN O 0.125 kN O 0.417 kN O 0.652 KN Previous…

A:

Q: 2000 lb/ft -X B C 8000 lb Ţ D

A: The Free body diagram of the figure below,

Q: The frame shown is subjected to a triangular load which varies from zero at the top to 29 kN/m at…

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Q: 3' 10 k 5' 10 k (b) EI BAVOIT 8' B

A:

Q: Calculate the reaction at point A, and B

A: Forces exert influence on a structural system. The entire structure is supposed to be in a condition…

Q: 8OKN 300 KN/m Sm. 5m

A:

Q: 6-43* A cylinder is supported by a bar as shown in Fig. P6-43. The weight of the cylinder is 100 lb…

A:

Q: Determine the components of reaction at A and B.

A: Draw the free body diagram of the member CD as follows:

Q: Consider the beam shown in (Figure 1). Suppose that 12 kN/m. Figure B ܝܐ 60⁰ 6 m W 1 of 1 60 kN-m

A:

Q: Determine the components of reaction at A and C. 400 N/m 600 N |B 3m 15m 15m-

A: Using equilibrium equations and taking bending moment at internal hinge as zero

Q: A. Determine the y component of reaction at A. B. Determine the x and y components of reaction B. C.…

A:

Q: Determine the reaction at A,C and D.

A: reaction at A , B and D

Q: Determine the components of reaction at E.

A: Consider the figure,

Q: a. what is the horizontal component of the reaction of the internal hinge at C b. what is the…

A: a. what is the horizontal component of the reaction of the internal hinge at C b. what is the…

Q: 100kN H 150kN H 3 m B. D G 50kN 100kN 4 m 4 m 4 m

A:

Q: Determine the reaction at B in kips. Determine the vertical component of the reaction at A in kips…

A:

Q: 35 kN w3 kN/m w1 kN/m w2 kN/m 1m 4.8m 1m A 11.4m Calculate the reaction on the beam if W1- 13 kN/m…

A:

Q: Determine the components of reaction at A and C.

A: consider the FBD of the member Consider the moment equilibrium about point  A…

Q: 55 kN 64 kN 100. kN/m A B Im 3m Im R1 FIGURE A R2

A:

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.