Figure 5 shows a parabolic arch hinge at both ends with a span of 60 m and rise 12 m from the support. A concentrated load of 8 kN acts at 15 m from the support A. Determine the reaction at the supports and the bending moment at point C.

Q: Part 1 A beam, 8 m long has concentrated loads of 11.25 kN and 8.75 kN at either end and a uniformly…

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Q: 350 N/m 150 N/m 80 N/m 3.5 m 4.5 m

A: To find support reaction

Q: A horizontal fixed beam AB of span 6 m has uniform flexural rigidity of 4200 kN m². During loading,…

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Q: a) Determine the magnitude of the force equivalent to the forcing system shown in Figure1. Specify…

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Q: Problems 2: Determine the reactions at the supports. 45 KN/m 30 ΚN/m 5m 90 KN 5 m SA 4.5 m B 3.0 m,…

A: The support at B is roller so horizontal reaction occurs at A only ∑H=0 HA=90KN

Q: HOW THE FBD. SOLVE THE SUPPORT REACTIONS OF THE FOLLOWING STRUCTURE: RAMES 9 m 5 kN/m 2 kN/m 15 m 2…

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Q: 80 KN -60 kN 4 m 80 kN 3m

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Q: 2. For the beam shown: a. Draw the free-body diagram of the beam. 1.8 mL 1.8 m b. Determine the…

A: a. Draw the free body diagram Here length is given  l=1.8+1.8l=3.6 m

Q: 5/101 Determine the reactions at A and B for the beam subjected to a combination of distributed and…

A: Using equilibrium equation

Q: Q2: Determine the reactions and check stability of Frame structure. E 120 KN 10 KN/m 6 KN/m 1.75 120…

A: Note:- I'm solving here question 2 only, for Q.3 please resubmit the question. Condition for the…

Q: 2. For the beam shown: a. Draw the free-body diagram of the beam. b. Determine the reactions at the…

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Q: Q3. Determine the force in members CE, DE, and DF. 1 kN 2 kN 2 kN 2 kN 1 kN Н 0.4m F D 2 m I C E G…

A: given figure   calculate angle tanθ=2-0.44×2.4=0.167θ=9.48°now calculate Dx distance=2.4 tan…

Q: Determine the axial force in members of the truss system below. a. Axial force on member marked with…

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Q: Problem 2 Determine the reaction for the given support in the truss as shown in Figure 2.0. All…

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Q: 9 kN/m 6 kN/m 5 m A B

A: UDL Forces -  The span of both UDL are equal and can be calculated by triangle law i.e. its value…

Q: Find the reactions of both supports.

A: Given:- UDL=40kN/m P=75kN To find:- Reactions of both supports.

Q: 3. The structure below is supported by a pin at A and a roller at E. Determine the pin reactions at…

A: The below structure figure is shown;

Q: Q3. Determine the force in members CE, DE, and DF.

A: α=tan-12-0.42.4×4=9.4623DC=0.4+2-0.49.6×2.4=0.8β=tan-10.82.4=18.434   Support reaction:…

Q: 6 kN/m 6 kN/m 3 kN/m B A - 3 m 3 m

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Q: A member (OC) is supported by a cantilever end at 0 (fixed support). Determine the vertical reaction…

A: Step 1

Q: For the frame shown, determine the reactions at the supports (support A is a hinged while B is a…

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Q: B/ Determine the absolute maximum bending moment in a 10 m simple supported bridge due to the series…

A: From the given figure, we have to find out absolute maximum bending moment in 10m simply supported…

Q: 1 Determine the uniformly distributed load along the beam due to weight of the beam (Dead Load)…

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Q: Problem Number 2: Determine the magnitude and type of bar forces for members BE, CF, DG and FG ? The…

A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: Determine the reactions and draw

A: Dear student i answering to this problem according to our company guidelines , i sloved this problem…

Q: Determine the reactions at the supports for the frame shown

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Q: The girder shown is supported by columns A and B. Two smaller beams push downward on the girder with…

A: Girder- A girder is a type of building support beam. It is a structure's main horizontal support…

Q: (A)Determine the roller support. (B)Determine the vertical reaction at the hinge support.

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Q: The structure shown supports three loads as given. Determine the reactions at A and B. IT 0.3 m 0.6…

A: Given data : -Load 5 ,10 and 12 kNSpan member length =  2.2 mRequired that :-Reaction at A & B .

Q: Determine the horizontal and vertical components of force at pins A and D. D Ans: A = 24.0 kN A, =…

A: To find reaction at point A and D

Q: Q3: Determine the reactions and draw shear force and bending moment diagram

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Q: Determine the reactions at a and b for the beam subjected to the disturbed and concentrated loads.…

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Q: ANNNA 66.75 kN 133.5 kN 133.5 kN 111.25 89 kN KN -8 at 4.5 m-36 m 6.1 m 89 KN 44.5 kN

A: Determine the reactions at the supports for the beam.

Q: Determine the Reactions on the supports of the Loaded Beams. A) RA= KN, Rg = KN 1 20 KN 45 KN/m 175…

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Q: 275 kN Sm 165 kN 3m

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Q: determine the support reactions of the points A,B and C. Note:

A: ###Calculate reactions ofpoint A, B , C using equilibrium equations