The cantilever beam AB shown in the figure is subjected to a throughout one-half of its length and a concentrated load acting at the free end. Draw the shear-force and bending-moment diagrams for this beam actin 2.5 kN 2.0 kN/m A 2m- -2m

Q: 4/74 For what value M of the clockwise couple will the horizontal component A, of the pin reaction…

A: The direction and magnitude of forces vary as per time due to different reactions are acting on the…

Q: Analyze the truss shown using the Method of consistent deformation. There is an additional…

A: It is given a truss and asked to calculate reactions at D.

Q: 2. As shown in the figure, a rigid beam with a negligible mass is pinned at O and supported by 2…

A: To answer the problem we will be using the condition of moment equilibrium and he condition of…

Q: Consider the loaded beam in the figure: Choose the correct shear force diagram? 5 kN 5 kN/m A B to 2…

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Q: (iii) Determine the support reactions for the following loaded beam as shown in Figure 3. 15 kN…

A: Solution B ha hinge supoort= 1 vertical reaction = By C has fixed support= 3 recation = Cx,Cy, MC…

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Q: .5.67 For the beam shown, determine: Vertex Parabola a) The magnitude & location of the resultant of…

A:

Q: Consider the beam shown in the figure below. Determine the following: a. The external reactions at A…

A: ↪+ΣMB = 0; 12 x 12 x 2 x 123 - Ay x 12 = 0(a) Ay = 4 Kips→+ Σ Fx = 0; Bx = 0b) +↑  Σ Fy = 0 From…

Q: Determine the support reactions of the beam shown. |12 kN 9 kN/m A |C 1.5 m-1.5 m 1.5 m-1.5 m

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Q: Determine the reactions at A and B for the steel bar and loading shown in the figure, assuming a…

A: Given: EAC = 1.2 ECB Determine the reactions at A and B

Q: A box section ABCD is subjected to different loadings on all the four sides as shown in the figure.…

A: Given arrangement, For a box section ABCD Ratio of fixed end moments at A and B for the member Ab

Q: Dimensions: L= H= E= A= |= t= a-= Applied actions: W= AT= 2475000 kN/m² 0.404 m² 0.081 m 0.312 m…

A: Given; L = 4 m H = 4 m E = 2475000 kn/m2 A = 0.404 m2 W = 45 kn/m

Q: 50 kN 5kN/m В C D A I 70 kN - 3 m 5m +2m W200 x 19.3 Draw the shear-bending moment diagram of the…

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Q: GIven the loading on the beam as snown: Find the location of the equivalent force from point A In m…

A: Solution First we have to divide this diagram into three part First triangle part A to B Second…

Q: Figure 1: A 38 kN/m 4m 2m B F

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Q: frame shown in Figure a Sketch the free body diagram and calculate the support reactions of the…

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Q: The beam shown in below figure is supported by a hinge at A and a roller at B. The reaction RA of…

A: Consider the figure of beam: