Solve it by method of least work .Also draw bending moments and shear diagrams..Plz explain each step clearly so I can understand it by myself Example 6Determine the reactions for the frame shown in Fig., bythe method of least work. El is constant.10 kN|CE2 m10 kNF2 mA1.5 m1.5 m68

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Answered: Solve it by method of least work . Also…

Solve it by method of least work . Also draw bending moments and shear diagrams.. Plz explain each step clearly so I can understand it by myself

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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For the simply supported beam and its cross section is shown, Determine: 1) The S.F. and B.M. diagrams; include the mathematical solution steps of S.F and B.M. 2) The position and magnitude of the maximum shearing force and bending moment. 3) The location of any point of contraflexure. 4) Determine the value of the side of the square ( a ) if the safe bending stress in the materials is equal to 100 MN/m. 5) Determine the maximum shearing stress in a section 1.3 m from A.
FIGURE PS-39 25k/h 2t 4ft niques shown in Section 5-2 2. Draw the complete shearing force and bending moment diagrams using the techniques shown in Seetions 5-3 through 5-8 3. Determine the magnitude and location of the maximum absolute value of the shearing force and bending moment. 4. Use the free-body dingram approach shown in Seetions 5-3 through 5-5 to determine the internal shearing force and bending mement at any specified point in a beam. 5. Write equations for all segments of the shearing force and bending moment diagrams using the guidelines pre- sented in Section 5-10.
Need Solution through half hr please
Figure 1 Q2- Draw the influence lines for the vertical reactions at supports B and D, shear and bending moment at point C for the given continues beam shown in Figure 2. determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of X₂ kN, a uniformly distributed live load of 2X₁ kN/m, and a uniformly distributed dead load of X₁ kN/m. A X1 = 100.8 2X1= 201.6 X2= 549 -5 m- B -6 m- C Figure 2 -4 m- D d -3 m- E -4 m- F
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Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let w=6.0 kips/ft, a=5.0 ft, and b-17.0 ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces B, and C, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since B, = 0, it has been omitted from the free-body diagram.) A Answers: By= C₂ = i a Save for Later Part 2 B, eTextbook and Media Answers: B B (a) V= (b) V= # (c) V= (d) V= kips Determine the shear force acting at each of the following locations: (a) x = 5.0-ft (i.e., just to the left of support B) (b)x= 5.0+ ft (i.e.. just to the right of support B) (c)x=21.0ft (d) x = 22.0-ft (i.e., just to the left of support C)…
5.1 A uniform I-section beam has flanges 150 mm wide by 8 mm thick and a web 180 mm wide and 8 mm thick. At a certain section, there is a shearing force of 120 kN. Draw a diagram to illustrate the distribution of shear stress across the section as a result of bending. What is the maximum shear stress?
a) Calculate the reaction forces in terms of F andtheta.b) Calculate the internal shear force and moment as a function of x using cuts and summingforces and moments in terms of F, L, andtheta.c) Calculate the shear force and moments by integration in terms of x, L, F andtheta.d) Assuming a rectangular cross section compute the average normal stress for the case F =10kNat 30° where b =0.04 m, h = 0.08 m, at the point x = L/4, L = 1 m at the centroid.e) With the cross section given above compute the average normal stress for the case F =10kN at30° at the point x = L/4, L = 1 m at each surface of the beam.f) Calculate the shear stress at the top and bottom surface, at the neutral axis and at x = 0.25 mand y = 0.02 m above the neutral axis.
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I understand there may be more than questions here, if there is a way of me given more credits but having all answers in one then please advice me. I have inserted a picture with the questions and am struggling with these types of questions, if you could help please