3. a) The vertical reaction at B, b) The shear at A, c) The moment at C C A В 4m 2m 4m 2m
Q: |Moving Unit Load (1 kN) Al В C DE 5 m 7 m 4 m 2 m
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Q: 2 The beam supports a distributed live load of 2 kN/m and single concentrated load of 6 kN. The dead…
A: Given data in question Span member length Internal hinge To find out Maximum vertical positive…
Q: E Internal hinge 2 m 2 m 2 m 2 m 2 m
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Q: Illustrate the Influence Line and calculate the maximum positive live shear at point C in kN…
A: Given Data: Span L=4mDead load of beam=16kg/mdead load of beam=16×9.81=156.96N/mLive loadL.L=7kN/m…
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Q: Problem 3: For the continuous beam shown, construct the influence line for the following: 1- The…
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Q: Determine the influence line of this beam: Determine also the 11 KN/M 1. Maximum upward reaction at…
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Q: Solve for the reactions and draw the shear and moment diagram. (7) MN kN-m 4m 6 m
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Q: 3. Construct and draw influence lines for the reactions at(ACand E, the shear at D the moment at D,…
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Q: F2-5. Determine the horizontal and vertical component of reaction at pins A, B, and C of the…
A: FREE BODY DIAGRAM tanθ=34θ=36.860
Q: Draw the influence lines for (a) the vertical reaction at A, (b) the vertical reaction at B, (c) the…
A: Solution; Influence Line Diagrams;
Q: Illustrate the Influence Line and calculate the maximum positive live shear at point C in kN…
A: We will draw ILD for shear at C.
Q: Determine the absolute maximum live moment developed in the simply supported bridge desk due to the…
A: Given: Live moving loads on a bridge as shown in the figure.
Q: 30 15 kN 20 KN/m A C 2m 2m a. Determine the reaction at the supports (KN) b. Determine the maximum…
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Q: 3 k/ft Determine the horizontal and vertical components of reaction at A,B,C. Assume the frames are…
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Q: Solve the reactions for the beam and draw the shear & moment diagram. 60 kN 120 kN –m 20 kN/m A В D…
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Q: 3. Construct and draw influence lines for the reactions at A, C and E, the shear at D, the moment at…
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Q: Solve the reactions for the frame and draw the shear 22 kN/m 18m Dk- 67 kN * 5.4 m 1.8m 37 kN/m. 3.6…
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Q: Illustrate the Influence Line and calculate the maximum positive live shear at point C in kN…
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Q: A 4m 3m
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Q: B fm fm Draw the influence line for the beam 1 Reaction at A 2 Reaction at C 3 Shear at B 4 Moment…
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Q: SITUATION 1. Support B is an- internal hinge. 100 KN/m 45m .5m- -2,5m Determine : 1. Reaction at A…
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Q: Illustrate the Influence Line and calculate the maximum negative live shear at point C in kN…
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Q: Illustrate the Influence Line and calculate the maximum negative live shear at point C in kN…
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Q: The beam in the figure below is subjected to a concentrated live load of 15 kN, a distributed dead…
A: Given Concentration live load = 15 kN distributed dead load= 4kN/m distributed Live load = 8kN/m
Q: For the shown beam; 1. Draw the Influence lines of the reactions at supports. 0.5m 2. Draw Influence…
A: As per company's policies We are supposed to answer only first question Kindly post other questions…
Q: 2. Construct and draw the influence lines for the reactions Rg and R, shears Vc and Vco, and the…
A: We have to draw the influence lines
Q: SITUATION: For the beam shown, 9. Determine the vertical reaction at A in Ib. a. 531 -3 ft- -9 ft-…
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Q: Determine the horizontal and vertical components of reaction at the pins A, B, and C.
A: Consider the section AB,
Q: 1. Draw the influence line for the vertical reaction at internal hinge C. 2. Determine the length…
A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…
Q: 2. The roller at A can support a maximum load of 4kN. Determine the maximum intensity of the…
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Q: Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A and (c) the…
A: ILD for bending moment at C
Q: 2. The hinge at E connects beams AE and EH to form the compound beam. The support at A is pinned and…
A: Determine a)The reactions at A, D, and H; b)The shear diagram; C)The moment diagram.
Q: 1. DETERMINE: A. REACTION AT SUPPORT A ANDD B. LOCATION OF MAXIMUM POSITIVE MOMENT C. VALUE OF…
A: NOTE - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…
Q: Calculate the reaction at support D
A: The simply supported beam having loading condition To calculate: reaction at support D
Q: For the beam shown below. Construct the influence line for: The reaction at point B. The moment at…
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Q: For the beam shown below. Construct the influence line for: The reaction at point B. The moment at…
A: Here designing the ILD for the reaction at B and moment at point C as shown in the diagram
Q: Draw the influence lines for (a) the vertical reaction at B, (b) the shear just to the right of the…
A: Let us consider a unit load between the A and B, which is at x distance from the point A. Sum of…
Q: A B 4m 2m 4m 2m
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Q: 3. Draw the influence line for: . a) The vertical reaction at B, b) The shear at A, c) The moment at…
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Q: Draw the influence lines for (a) the vertical reaction at B, (b) the shear just to the right of the…
A: MULLER BRESLAUS PRINCIPLE: This principle gives qualitative ILD for any structure either statically…
Q: #2 Draw the influence lines for (a) the vertical reaction at A, (b) the shear at C, and (c) the…
A: ILD for the given beam can be drawn using Muller Breslau principle. As per Muller Breslau principle…
Q: 7- Determine the horizontal and vertical components of reaction at the pin A and the reaction on the…
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Q: SITUATION 1. Support B is an- internal hinge. 300 KN 60 KN/m 100 KN/ 45m 3.5m - 1m - --2.5…
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Q: A 4m 7m D B 3 m * C
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Q: . Draw the influence line for the vertical reaction at support B and A, the shear just to the right…
A: Given data Propped cantilever Internal hinge Span length I will draw ILD using Muller Breslau…
Q: For the floor beam system shown in Fig. a. the vertical reaction at B. b. the moment at A. c. the…
A: Solution:
Q: D A В E wwww ......... .... . 3m 6m 4m
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Q: 2. Compute the external reactions at the pin and roller. (Vertical) 1800 N 900 N 0.65 m 1m 0.35 m…
A: Explained below...
Q: #1 Draw the influence lines for (a) the vertical reaction at B, (b) the shear just to the right of…
A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first(method…
Solve and draw the inflence line
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- (a) The three-hinged arch shown in Figure P12.22 has a parabolic profile. Draw the influence lines for both the horizontal and vertical reactions at A and the moment at D. (b) Compute the horizontal and vertical reactions at support A if the arch is loaded by a uniform load of 10 kN/m. (c) Compute the maximum moment at point D.Beam ABC supports the roof over the entrance way of a ware house.The beam is simply supported on column BD and on the wall at C. Total roofload, ω = 8 kN/m. Compute for the vertical reaction at C, vertical reaction at the column support, and maximum negative moment inthe beam.a) Compute the reaction R1 in KN. b) Compute the reaction R2 in KN. c) Compute the distance from R2 where the shear is zero in mm. d) Indicate the opening of the shear diagram cuve between R1 and R2. e) Compute the maximum positive moment in the beam in KN.m.
- Determine the reaction at support A and B?In the cantilever shown, taking M1 = 16 kN-m, M2 = 11 kN-m, P1 = 3 kN, P2 = 7 kN.a) Determine the vertical reaction at "A" b) Determine the moment reaction at "A" c) Determine the moment at X1Determine the maximum moment at B, 4 meters from point A due to a dead load of 5 kn/m a moving live load of 20 kn/m and two movable concentrated load loads 50kn and 75kn 2 meters apart.
- Determine the maximum moment at D due to a dead load of 5kn/m a moving live load of 20 kn/m and two movable concentrated loads 50kn and 75kn 2 meters apart. Please explain.Solve for the maximum moment at B, 4 meters from point A due to a dead load of 5 kn/m a moving live load of 20 kn/m and two movable concentrated load loads 50kn and 75kn 2 meters apart.a. What is the absolute maximum shear in the beam? (in kN) b. What is the location of the absolute maximum shear from the left end of the beam? (in m) c. What is the absolute maximum moment in the beam? (in kNm)
- 1.) What is the vertical reaction at A and B?2.) What is the horizontal and moment reaction B3.) What is the maximum positive moment in the beam?(kN-m)4.) What is the location of the maximum positive moment from point A? (m) 5.) What is the shear at a point between A and C?6.) What is the moment at a point under the concentrated load?The largest positive moment occurs at span BC. What is the value of the maximum positive moment? a. 60.79 kN-m b. 54.145 kN-m c. 55.79 kN-m d. 45.79 kN-m The maximum positive moment occurs at span BC. It is located at a distance_______ from the support B. a. 3.224 m b. 3 m c. 3.274 m d. 3.554 mIn the cantilever shown, taking M1 = 16 kN-m, M2 = 11 kN-m, P1 = 3 kN, P2 = 7 kN.a) Determine the vertical reaction at "A" b) Determine the moment reaction at "A" c) Determine the moment at X1 d) Determine the shear at X2 e) Determine the moment at X2