Find the reactions of the fixed end at B. NO

Q: DETERMINE THE SUPPORT REACTION AT C

A: We have to find the support reaction at C

Q: Determine the vertical reaction at X

A: Given data, Cantilever  beam XY, with an integral hinge at the middle.Distributed load,P= 10…

Q: K L 20 kN- 4 m F G H E 40 kN – 4 m B C D A 4 m 5 m - 4 m

A:

Q: Determine the magnitudes of the pin reactions at A and C. Neglect the weights of the members. 800 N…

A: The free body diagram is given below.

Q: A * !!! 6m B 4.5m

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: Determine the reaction at B in kN. 45 kN/m 30 kN/m 30 kN/m 60° 810 kN-m 3.6 m 3.6 m

A: A loaded beam is given and it has been asked to determine support reaction at B. Please refer step 2…

Q: 2. Solve For the reactions at and

A: The equilibrium conditions can be applied to a beam with 2 unknown reactions. The values like the…

Q: DETERMINE THE REACTIONS AT A AND

A: To find support reaction

Q: 1.8 m 1.8 m troorl 0.80 kN 1.38 N 25° 1.5m,. 2.1 m.

A:

Q: Determine the reaction at B ( in kN)

A:

Q: 160 lb 300 lb A 1.75 ft 1.85 ft 6 ft 3 ft

A: Draw the free body diagram.

Q: 2) SOVE FOR THE REACTION AT A AND B a. PARALLEL FORCE 20 KN 20 kN 20 kN 10 kN 10 kN 30° 30 5m 5 m 5…

A:

Q: Determine reaction at c in term of EI

A: Given data :

Q: A 3 m 500 N 2m B

A:

Q: 25 kN/m 12 m

A:

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

A:

Q: 31 KN/n 2 m 43 KN /m

A: Let us estimate the reaction at B in step 2.

Q: G 30 kN 4 m 3 m 3 m 4 m 4 m 60 kN 120 kN 50 KN

A: Given:

Q: n reactions at B and C

A: given:

Q: 3. Find the reactions at A and E. H 15 ft 30 ft E Jocool B C D - 40 ft- 40 ft- - 40 ft- - 40 ft- 15…

A: Given data in question  Truss Point loads  Span member length  To find out  Reactions at A and E…

Q: Find the reaction at A due to the uniform loading and the applied couple. The force reaction is…

A: The beam is a one-dimensional structure for analysis we consider taking that alone.  The is ended…

Q: х (N) 4 kN/m 3 |A B -А (m) —-- 2 m В (m)-

A:

Q: solve the reactions at M and O

A:

Q: Determine the components of reaction at D and the components of reaction the pin at A exerts on…

A: Given: Determine the components of reaction at D and the components of reaction the pin at A exerts…

Q: P1 = 11 k P2 = 12 k w = 1 k/ft L = 24 ft Ад 44 44 NO iP₂ 2 44 4/4 3

A:

Q: 50 kN 15 kN/m 150 kN m 6 m 3 m 3 m 1. The vertical reaction at A is a. 45.50kN b. 55.60kN C. 72.50KN…

A:

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

A:

Q: Determine the reactions at A and B when β = 80°.

A: The beam is stable or unstable or determinate or indeterminate is major factor is support condition…

Q: PROBLEM C: The 3.0 meters high by 4.0 meters wide billboard is receiving a wind pressure of 1.60…

A: NOTE: No information has been given about θso assuming θ=60° Given, H=1.5 m Area of…

Q: 400 N /m 200 N /m А 4 m 3 m

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.