Determine the y component reaction (kN) at support B. 600 lb/ft 400 lb/ft 20 ft B 48 ft 48 ft

Q: Determine the magnitude of the moment M2 in kN.m that need to be placed at a distance d2 from…

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Q: Determine the reactions and sketch the moment diagram. Hinge 2R kN 2R kN R kN R kN 8 m 6 m А B 4 m 4…

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Q: 78 kN/m 5@2 m = 10 m %3D

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Q: (d) MN kN/m 5@2m = 10 m

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Q: Determine the reactions for the beam shown if the vertical deflection at support B is zero. 100 kN…

A: Take support B as redundant:δ1=deflection due to udl at B δ1=wx24EIl3-2lx2+x3…

Q: 4 kips/ft Α D Bodo 000 25 ft 25 ft 25 ft

A: The length of the span AB(LAB)=25 ft, The length of the span BC(LBC)=25 ft, The length of the span…

Q: /111 Calculate the support reactions at A and B for the beam subjected to the two linearly varying…

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Q: 4. Compute the support reaction of the given frame. 25 kN/m 4 m 150 kN 4 m E 6 m 10 m- The support…

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Q: Determine the components of the reactions at A if a 750-N force directed vertically downward is…

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Q: 25. What is the reaction at 20 kNím 60AN support B? 120 AN - m 26. What is the maximum shear force?…

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Q: 45 k 1.8 k/ft A -B D Liont1ont 10 ft -30 ft- -10 ft El = constant

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Q: Determine the reactions at A, B and C. Support B s mm. Take E 200 GPa and I = 300 (106) mm4. 10 kN/m

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Q: Hinge 2R kN 2R kN R kN C R kN 8 m 6 m A B 4 m 4 m 4 m 4 m 16 m

A: let,RA=vertical reaction at support A in upward directionHA= horizontal reaction at support A in…

Q: 100 kN 10 kN/m A SC 12 m 6 m 21 E= constant %3D

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Q: Determine the components of the reactions at E if a 750-N force directed vertically downward is…

A: Figure is as shown

Q: P, = 4.5kN W, = 2.4kN/m W2 = 1.6kN/m P2 = 3.6kN 2.1m 0.9m 1m 1.5m 1.5m 7m

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Q: 500 Ib/ft 30 1500 lb ft 61 6 ft

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Q: Beam Reactions V and M diagrams Deflected Shape Determine the Reactions Draw the shear and moment…

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Q: 2P. 3P 4m" 3m A= 3300 mm? E= 160 GPa P = 100KN.

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Q: 1. If E = 2 GPa and I = 300,000,000 mm4. Support A settles by 10mm and support B settles by 20mm.…

A: EI = 2 × 103 × 3 × 108 = 6 × 1011 Nmm2  EI = 600 KNm2  ∆A = 10mm = 0.01 m ∆B = 20mm = 0.02 m

Q: Determine the reactions and draw the shear and bending moment diagrams for the beam shown. Use Three…

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Q: W, = 8kN/m W, = 5kN/m 2.4m 3.6m 6.0m

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Q: Determine the reactions at A and D and the force components pin B exerts on member BDE. Show all…

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Q: Neglecting the mass of the beam, compute the reactions at A and B. 600 lb 150 lb/ft 7200 lb ft Fon-…

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Q: Determine the moment about point B of each of the three forces acting on the beam. F = 375 lb F= 500…

A: We have to find the moment about B of each of the three forces acting on the beam.

Q: Solve the frame approximately using Portal Method.

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Q: Find the reactions at supports A and C. 240 240 600 N 40 18 kg 600 N Dimensions in mm 120

A: Find the reactions at supports A and C.

Q: Q4: Calculate Reactions at A and B. Draw Shear Force Diagram. Find location of Zero Shear force.…

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Q: Determine all the reactions on the following beam. Use AREA MOMENT METHOD. 75 kN/m 50 kN/m A. 3m 2m…

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Q: If E = 2 GPa and I = 300,000,000 mm4. Support A settles by 10mm and support B settles by 20mm.…

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Q: Determine the reactions at the beam shown: P Mo SET A SET B A P 20 kN 15 kN 22 kN.m 3.75 m 4 m Mo…

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Q: Determine the Support Reaction of the Beam shown below 19 40kn/m 'D' kN 20kn/m

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Q: 8 kN/m 12 kN m 5 m 3 m -

A: A simply supported beam is shown in figure above, and it has been asked in the question to determine…

Q: 4. Determine the horizontal and vertical components of reaction at the pin A and smooth support at…

A: To find horizontal and vertical component of reaction at point A and B

Q: 2 kN 2 kN 2 kN D F A В C 16 m 8 m 8 m 8 m 8 m

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Q: Solve the frame approximately using Portal Method. 30KN d h 6m 60KN k 6m 72KN 8m li TITT m a TTTT e…

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Q: Problem 1. For the frame shown in the figure, determine (a) Reactions at the supports (b) Axial…

A: a)Calculate the reaction at the supports: Vertical…

Q: 30 kN 40 kN 50 kN 60 kN/m 4 m 2m 2 m 2 m

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Q: 15 kN/m A 7 m 7 m-

A: Given:- udl=15kN/m EI=constant To find:- The reactions Draw the shear and bending moment diagrams

Q: Determine the vertical component of the reaction By at the pin support B 30 kN 50 kN to B D A 1 m 3…

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Q: A man pushes the 600N ladder horizontally a s shown in the figure in order to prevent i t from…

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Q: If the 300-kg drum has a center of mass at point G, determine the horizontal and vertical components…

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Q: D 23m 100KN 4m a) 56.3 b) 52.8 c) 40.1 d) 46.6

A: Using force method and taking vertical reaction at B(By) as a redundant reaction and removing the…

Q: Problem 1-find the reactions and complete the load diagram. Draw the shear force and bending moment…

A: ASKED: To determine the support reactions and draw the shear and moment diagram.   The support…

Q: 50 N 40 N/m 2.5 m 80 N В 30- 60° 1 m 3 m 1.5 m 30° A Determine the support reactions at pin A and…

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

Q: 80 kips 2 kips/ft A В C 20 ft 10 ft 10 ft

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Q: Problem 1. For the frame shown in the figure, determine (a) Reactions at the supports (b) Axial…

A: a)Calculate the reaction at the supports: ∈fy=0VA+VF=10+(12×3)+25+30+15VA+VF=116kN…

Q: 1. a) Draw the free body diagram for member AB. b) Determine the reaction forces and/or reaction…

A: Given that -

Q: Y kN В m A Y kN 8 kN Am C m 2 m 6. What is the reaction of the support at B? (kN) 7. What is the…

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Q: 50 k 50 k A E B D -12 ft- -12 ft- -12 ft- -12 ft- E = 29,000 ksi %3D I = 1,500 in.+

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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.