Calculate the reaction on the beam if W1- 13 kN/m P= 10 kN M = 17 kN-m Counter clockwise x=6m y=2m Vertical Reaction at A [ Select ] Moment Reaction at A [ Select

Q: Given the Statically Determinate Propped Beam as shown below with inernal hinged at Point B. The…

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Q: 1) Draw influence line diagram for reaction at E, shear at D, and moment D. ht & A B 4m ato 2m D E

A: A continuous beam with hinged supported at A, roller supported at C and E. The beam also contains an…

Q: 1) Determine the reaction at pins A and D for the frame and distributed load shown

A: Given a frame with Uniformly varying load and it is asked to find reactions at pin support A and…

Q: From the compound beam shown, point Bis a pin and A is a roller. Compute the reaction at A. Compute…

A: Determine the reaction at A, B and C of the given beam.

Q: 5kN/m 7m 8kN/m Sam Sm

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Q: Find the following reactions at point C. Mc, Cx, and Cy.

A: To determine the support reactions at point C for the given cantilever beam.   Given, Length of the…

Q: the maximum reaction at point A .9 [RA(max.)] created in the beam shown * -. --- below due to the…

A: Given data Beam Moving loads Distance between the loads. We will draw ILD for Ra using Muller…

Q: Find the horizontal reaction at sport G in kN. Include + or - for positive or negative, respec 3 m A…

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Q: 3 kN/m A в -4m-

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Q: 2. Determine all of the reactions on the beam using Three Moment Equation. Provide free body…

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Q: The beam [E = 200 GPa; I = 225x106 mm“] has loads MA = 317 kN-m and w = 35 kN/m. Determine the…

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Q: 9. the maximum reaction at point A

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Q: 10KN 11 KN 20 fe 76° TA 1m im 2m 3 11 KN 30 32 4m fr-B 1m 10 K a. Vertical reaction at the hinge…

A: Objective: To determine the support reactions.   In order to be able to answer the problem, the…

Q: Find the reactions at A and B. 875N/m 418N/m B

A: Given :

Q: Find the reactions at A and B. 418N/m A 1.62m B

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Q: Find a) Shear diagram reaction 10 ил ↓ diagram Max (+ ve & -ve) moment 2 lo kN/m moment 23 lokN ↓

A: To draw SFD and BMD

Q: w = 9 - P = 24 1. Draw the influence line of the beam shown below for a uniform load of w kN/m for…

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Q: Find the reactions at A and B. 418N/m B

A: Given :

Q: Solve the reactions of the supports by THREE MOMENT EQUATION 312kN/m Sm 156kN im 117 (kN/m)

A: Given data:

Q: Using Superposition method, determine the reachon at each support of the beam. 15KN/m 6 kn/m

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Q: Compute the reactions of the fixed support at Point D. 50 N 20 N / m 10 N/ m В 50 N-m 10 N/m C D…

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Q: A 1 4m 7m D B 3 m * C

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Q: 4.Calculate the magnitude of the reaction in the structure on the side due to the existing loading…

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Q: Because of long-term loading from the 900-N tension in the power line, the uniform utility pole has…

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Q: 3. Compute the end reactions for the beam below using rotational equilibrium. 5k 15'-0" 21'-0" w = 2…

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Q: Determine the reactions using Three-Moment Equation.

A: Given Data Determine the support reaction using Three Moment Equation.

Q: Determine the external reaction at the roller support in kN. Select one: a. 280 b. 30 c. 310 d. 120

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Q: 350KN 18KN/m 36KN/m 25 kN/m 3.00 meters 1.80 meters 3.50 meters en

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Q: I need to find the reactions with the drawing

A: Given data in question  Overhanging beam  Determinate structure  To find out  ILD for reactions only…

Q: Determine the reaction at A (in kN). 31 KN/m 2m 5m 43 KN /m

A: To determine reaction at the supports, we have to use equilibrium equations which are as follows:…

Q: C 21 kN/m 2kN/m 6.6m 2.1m

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Q: P =25KN P2=38 kN 3.4m 4.1m w = 12 kN/m 2.8m 12m A,

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Q: GIVEN THE STATICALLY DETERMINATE PROPPED BEAM AS SHOWN BELOW WITH INTERNAL HINGED AT POINT B. THE…

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Q: 4. Sohe for the Reaction at A and B in he Cartikver Beam Shown KNm 30 KNim 120 KN 1.50 m 4.50 meten

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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.