Q. 4: Draw shear force and bending moment diagram of the beam shown in Fig. 4. 6 kN 3 kN/m 18 kN-m D 4 m 1m + 1m Fig. 4
Q: 1. Construct influence line diagrams for vertical reactions at supports A and B and for shear force…
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Q: 5 The beam shown in Fig. P.20.5(a) is crossed by the train of four loads shown in Fig. P.20.5(b).…
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Q: Determine the shear and bending moment at point B of the beam shown in Fig. 5.4.
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Q: Draw the shear and bending moment diagrams for the frames shown. Determine the maximum values of…
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Q: y Pg = 30 kN - 3 m- 4 m - 3 m – E В D Cp= 40 kN • m %3D
A: Draw SFD and BMD
Q: Prob] Determine the internal forces acting at midspan of beam CD of the frame shown. 40 kN 30 kN 20…
A: To find internal forces at mid span of beam CD
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Q: Problem (03): For the beam shown in Figure (8), determine: (a) the reactions at supports B and C,…
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Q: D 1: 1- Determine the x-y and n-t components of the 65 kN force F (F1, Fy, Fn, Ft) acting on the…
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Q: .1-7. (a) Determine a pair of horizontal and vertical components of the 600-lb force in Fig. P 1-7.…
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Q: Draw qualitative influence lines for the vertical reactions at supports A and B, the bending moment…
A: Solution Draw the Beam
Q: 8 Calculate the forces in the members of the truss shown in Fig. P.16.8 and the vertical and…
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Q: b) For the beam shown Figure Q1b Calculate the value and directions of the reactions Calculate and…
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Q: For the beam shown in Fig.(2), find the reaction forces at supports A and B respectively? 20 KN/m…
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Q: Determine the absolute maximum shear in a 60-ft-long simply supported beam due to the series of four…
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Q: Q.2) (a) Find the support reactions of the beam shown below. (b) Sketch the shear-force and bending…
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Q: 70 kN Q) Analyze the frame shown in Fig.(1), approximately finding all the reactions. Also, draw…
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Q: Q 30/Determine the forces in members FH, EH, EG, LM, MK and LK. 60 kN 4m 120 kN 120 kN 120 kN 120…
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Q: 45 kN/m 97 kN 77 kN/m A B 2 1,5 (m) 14
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Q: 16.1 through 16.5 Determine the reactions and draw the shear and bending moment diagrams for the…
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Q: 2. Shear and Bending Moment Determine the reactions at the supports and draw the shear and bending…
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Q: For the beam in Fig. 1, find the support reactions and sketch the shear force diagram (SFD) and…
A: Reactions: Consider support point A & B and vertical reactions VA & VB…
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A: FREE BODY DIAGRAM: consider left section at c AT C INTENSITY OF LOADING : 318=INTENSITY OF…
Q: 10 kN/m A For the frame shown in Fig.(1), draw axial force, shearing force and bending moment…
A: We have to draw the axial, shear and bending moment diagram
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Q: 5.9: For the beam in Fig. P5.9, determine the extreme value of the shearing force and ben ding…
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Q: 20KN/m 15KN/m 45kNem 10KN/m tm 4 3 2.5 3.5
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Q: 453. For the frame shown in. Fig. P-453, determine the resultant hinge forces at B, C, and E.
A: Consider the figure,
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Q: 5.11: Determine the absolute maximum shearing force and bending moment in a simply supported beam of…
A: as in the question their is more than 2 moving load on the bean of 50 m. to get maximum moment at…
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A: Consider the figure,
Q: ASSIGNMENT N0.2 1. Draw shear force and bending moment diagram for the beam shown in fig. 10 KN/m…
A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…
Q: Q1: Determine the maximum live moment at C caused by the moving load for the beam shown in Fig. (1).
A: We will draw influence line diagram for moment at C
Q: 1. a) For the beam shown Figure Q1a Calculate the value and directions of the reactions Calculate…
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Q: 10 KN/m For the frame shown in Fig.(1), draw axial force, shearing force and bending moment diagrams…
A: To draw the axial force, shear force and bending moment diagram
Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown by using…
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Q: Question 4: Analyze the frame shown in fig (c) and draw the shear and moment diagrams for each…
A: Solution; Ds=1 Lets take 'MB' as redundant.
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- Determine the internal shear and moment acting at a section passing through point C in the beam shown in Fig. 4–3a.Determine the shear and bending moment at point B of the beam shown in Fig. 5.4.In a simple beam shown in Fig. 5, determine the shear V and moment M at section C-D 2 m from the left end
- Determine the reactions at the supports and draw the bending moment diagram for the following structures if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=107mm4 . (Ans : Ax=-0.789kN, Ay=8.431kN, Dx=-15.211kN, Dy=21.7569kN, MD=33.378kNm↺)The shorter leg of two 6" x 4" x 1/2 angles are welded to a 12" - 20.7 lb channel. Determine the moments of inertia of the combined section with respect to centroidal axes respectively parallel and perpendicular to the web of the channelSolve Prob. 7.53 when 0=60°.(Reference to Problem 7.53):Two small channel sections DF and EH have been welded to the uniform beam AB of weight W = 3 kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E . Knowing that 0= 30° and neglecting the weight of the channel sections, (a) draw the shear and bending-moment diagrams for beam AB, (b) determine the maximum absolute values of the shear and bending moment in the beam.
- *P=64*Plot the shear and moment diagram of each memberQ2-Draw the shear force and bending moment diagrams for the beam shown in Fig. (2)A beam is loaded as shown in FIGURE X.1. Which of the following gives the max. shear? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN2. Which of the following gives the max. positive moment? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN3. Which of the following gives the location of max. pos. moment from point B? a. 2.25 mb. 2.75 mc. 2.5 md. 2.35 m
- 1. A simply supported beam has a length of 6 meters. If a super imposed concentric load of 50 kN was placed 2 meters away from the left support A what should be the shear reaction at support A? a. 33.33 kN b. 44.44 kN c. 16.67 kN d. 50.33 kN 2. What is the reaction at support B of question 1? a. 50.33 kN b. 44.33 kN c. 33.33 kN d. 16.67 kNCompute the magnitudes of all forces acting on member CDE of the frame. Correct answer: Pbc- 10 kips, Pbd- 20 kips, and E- 19.7 kipsThe shorter legs of two 6”x 4” x ½” angles are welded to a 12”-20.7-lb channel. Determine the moments of inertia of the combined section with respect to centroidal axes respectively parallel and perpendicular to the web of the channel.