115 kN 10 kN/m A B Hinge E D +- -12 m -12 m 12 m -9 m 5. The vertical reaction at A is а. 60kN 6. The vertical reaction at D is a. 300kN b. 75kN c. 80kN d. 95kN b. 350kN c. 550KNT d. 245kN 7. Moment reaction at A is a. 1000 kN-mG b. 500 kN-m 2 c. 540kN-m D d. 250 kN-m

Q: 2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load=5kN/m 2m Im 3m a)Determine the maximum…

A: Given:Live uniform load = 8.5 kN/mLive load = 56 kNDead Load = 5 kN/mBeam Length = 7m (2m + 2m + 1m…

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: An overhang beam is situated above a cantilever beam carrying its roller support. Determine the…

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Q: 115 kN 10 kN/m A /c B Hinge E D tom -12 m -12 m -9 m -12 m- 5. The vertical reaction at A is а. 60kN…

A: To determine: Reactions at A and D

Q: Maximum Vertical Reaction at C in kN - Maximum Negative Shear at B in kN. - Maximum Positive Shear…

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Q: Solve for the support reaction at C

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Q: Draw the influence diagram of Reaction EY and Shear at VB  of the structure given below. Input…

A: The influence line diagram is the representation of the beam which will act after the load is…

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: A simply supported beam has a span of 10m. A 7m long udl of 10 kN/m intensity crosses the beam from…

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Q: 3. Draw the Influence diagram of the given beam. A AMX 4m D 7m WX B 3m C A. Draw the influence line…

A: Given BeamSpanTo find out ILD for reaction at A and B and moment at DNoteWe will draw ILD using…

Q: Solve for support reaction of the frame GOKN/M B WS A 4m 70 KN/m C 1.5M 70KN 1.5m P

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

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Q: A 4m 3m

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Q: which of the following nearly gives the member end moment at C 116.66 kN - m b. 102. 63 kN - m c.…

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Q: 43 kN /m 17 KN/m B E 26KN-m

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Q: What is the reaction at A 6 m

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

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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: 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

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Q: C 21 kN/m 2kN/m 6.6m 2.1m Vertical Reaction on A, kN Vertical Reaction on B, kN

A: For UDL , net force will be the area of load diagram .   This net force will be acting at exactly…

Q: solve for the reactions of the beams

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Q: A 5 m- B -5 m-

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Q: Draw the Influence Line Diagram of the maximum moment at Point E of the given simple beam as ME = f…

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Q: Solve the reaction of Beam

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Q: Please solve with solution

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Q: 3. Draw the Influence diagram of the given beam. Solve questions D, E and F A 4m 7m AX B 3m C A.…

A: The given overhang beam is shown in the above figure. We have to find out the followings: Maximum…

Q: 90KN 90KN 240KN 240kN B 8m A 6m 6m 6m 6m 6m 6m

A: