F5-4. Determine the components of reaction at the fixed support A. Neglect the thickness of the beam. 200 N 200 N 200 N 88 30° -1 m- -1 m– -1 m- 3 m 400 N 60° A

Q: 5kN/m 21 5m 20kN 2m I + 2m 3kN I 3m D

A: To find the reactions at the supports and to draw the Moment diagrams.

Q: 5KN 30KNM 17KN 25KNM

A: Solution:- Resolving vertical components: Rc+Rd=17+15+25×6+12×30×7 =287 KN     Assuming 15 KN load…

Q: draw the FBD.prove if statically determinate and solve all their support reaction.indicate the…

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Q: 5/103 Find the reaction at A due to the uniform loading and the applied couple. 2 kN/m 12 kN-m A 3 m…

A: Here vertical component of reaction at the point A is Ay, horizontal component of reaction at point…

Q: unic 30KN 150 KN 20KN 2m SOLVE FOR ACL SUPPORT REACTICNS IN DICATE TH DIRECTIONP l UNITC A Bl.Im

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Q: From the frame loaded as shown. Solve the following if P = 15 1.5P KN P kN. F A 1.5 m, GH -3 m -3 m…

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Q: 50 N 10N エ6.1D m 1.5m 3m DETERMINE MOMENT AT O.

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Q: The reaction at the support D of the continuous beam ABCD

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Q: For the given beam: (a) Which of the following is the vertical reaction at C. [Select] (b) Which of…

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Q: Petermine the reaction on the beam 5opN 300N 200N//n A f 1.5ml

A: To find the Reaction-

Q: Part 3 201 ↓ 40 kN 30k ↓ 2M 2 m 2m Solve for the reaction at A and B.

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Q: iii) The structural member below is subjected to a couple moment M and forces F₁ and F₂. Replace…

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Q: Determine the reactions of the beam shown. (With correct fbd) E.) F.)

A: To determine the support reactions for the given beams.   To determine the support reactions, we…

Q: Solve for support reaction. 15KN-m 125KN/m 125XN/m COOTOOTOOTO ODIOIOIOIOIO 25m 25m Internal Hinge…

A: Given,

Q: Determine the magnitude of the reaction acting at the support.

A: Given: A simply supported beam carrying a uniformly varying load (UVL). Magnitude of UVL at support…

Q: Determine the component of the reaction for the beam. Show clear work so I can follow.

A: Please see the attached images for the solution. A hinge (or pin) support resists both horizontal…

Q: Determine the value of the components of the reactions at the supports A, C, and D. FRAME.png ... 15…

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Q: IV. Determine the indicated reactions. The upper beam is supported by a roller at C which separates…

A: Finding out reaction.

Q: Q. 5le 3 30 KN 120

A: Solution to question (1) (For Q2,Q3 please post separate question)

Q: Determine the reaction at the support A of the frame. Supply the answer in kips (1000 lbs). 5 kip 7…

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Q: rok

A: As per our guidelines we are supposed to answer only first question. Kindly repost other questions…

Q: Draw influence line for the reaction at B. Kindly solve step by step with explanations

A: Solution: EId2ydx2=1x-3=x-3EIdydx=x-322+C1EIy=x-336+C1x+C2

Q: Determine the reactions at joint A and at the rollers at B and C on the beam. E = 200Gpa, I = 300…

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Q: The reaction at the support D of the continuous beam ABCD, hinged at two points shown in below…

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Q: For the truss given below, what is the restraint that can not be remove to arrive with a primary…

A: The FBD of truss will be as follows:

Q: 15m 3m 2m B A 4m Em D 100KN

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Q: If the load has a weight of 200 lb, determine the x, y, components of reaction at the…

A: Given : Weight = 200 lb Determine x, y and z component of reaction at the ball and socket joint A…

Q: 1. A continuous beam is loaded as shown. Using three moment equation, 20 kN 10 kN/m 5 kN/m 5 kN/m E…

A: We have to find continuous beam load by using three moment equation.

Q: The reaction at the support D of the continuous beam ABCD, hing

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Q: 소 C D B MITTTTT777 mms 1mskim 2 KN Im ↑ I'm ↓

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Q: 10 ft- A -10 ft. C -10 ft- B -5 ft-

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Q: draw the FBD.prove if statically determinate and solve all their support reaction.indicate the…

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Q: 2-34. Determine the components of reaction at the supports. Joint Cis a rigid connection. S&N 5 m

A: Solution: At joint B is sloped sin∅=opphyp=35∅=sin-135∅=0o38'36.6'' The moment equilibrium…

Q: Determine the moment at A in kN-m

A: To find moment about point A

Q: solve the reactions at M and O

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Q: DETERMINE THE REACTION AT A AND C. 6 Ib/ft A B 6 ft 4 ft -Hinge

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Q: 30 kN/m B A - 10 m- Determine the Reaction at B in kN.

A: Draw the free-body diagram of the beam. ∑Fy=0RA+RBsinθ=12×30×10RA+RB35=150                 ...1

Q: Which of the following gives the reaction at A in the given beam? 24 kN 10 kN/ m A F 20 kN. m B- C D…

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Q: Replace the system of forces and the moment act on the beam wi a resultant force and moment at point…

A: To find moment and resultant about A

Q: Determine the components of the reaction for the beam. I want to understand, please help!

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