Bonus Question: worth up to 20% additional on this assignment: Solve for shear and bending moment distribution on the beam below. Just write the equations for shear and bending moment as a function of distance from the left hand side (wall side) of the beam. Note that the cosine function is automatically changing the direction of the load (downward vs. upward) along the length of the beam.

Bonus Question: worth up to 20% additional on this assignment: Solve for shear and bending moment distribution on the beam below. Just write the equations for shear and bending moment as a function of distance from the left hand side (wall side) of the beam. Note that the cosine function is automatically changing the direction of the load (downward vs. upward) along the length of the beam.

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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Concept explainers

Forming and Shaping

Metal forming is a category of metalworking process through which the material can be given the desired shape and size by subjecting it to plastic deformation, where the component undergoes bulk deformation process upon application of loads. Unlike the shearing and machining process, the material does not undergo up to a failure point as indicated in the stress-strain curve. Hence, the stresses induced during the forming process are greater than yield strength but less than the failure strength of the material. The process does not lead to the loss of material, so it can be said to be an economical process. During forming, the material is subjected to tensile forces, compressive forces, bending, and shearing loading conditions. The material should possess the property of ductility to undergo the forming process.

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how come this is not correct for my shear diagram? i got v=100 for both sides
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b-8.0 ft, c-4.0 ft, d=3.0 ft, w = 6.5 kips/ft and P = 45 kips. 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. A a a B Part 2 b d For this loading, calculate the reaction forces Ay and Ey 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 Ax = 0, it has been omitted from the free-body diagram.) Save for Later B W Answers: Ay = i 37.575 eTextbook and Media W AV=P₂ b C V₁ - V₁ = Sw(x) dx C C с D + D d kips, Ey= M₂ E i E ZA x Ey X Incorrect If your answer for part (a) or (e) is incorrect, recall that concentrated loads create discontinuities in the shear-force diagram. Refer to the table below (Construction Rules for Shear-Force and Bending-Moment Diagrams), Rule 1. At…
Draw the shear diagram for the beam. Follow the sign convention. (Figure 1) Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note - The curve you choose from the drop-down is only a pictorial representation of a real quadratic/cubic curve. The equation of this curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate. ? 4 kip/ft A 12 ft 12 ft No elements selected V (kip) 50 T 40 30 20 10 I (ft) 12 18 24 -10 -20 -30 -40 -50 Add discontinuity lines and select segments to add to the canvas.
QUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.
PLEASE ?? ANSWER ?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 a= 3.00 m, b= S.00 m. PB= 35kN, and PC = 65kN. Construct the shear force and bending-moment diagrams on paper and use t he results to answer the quest ions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Dy 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 Ax = 0, it has been omitted from the free-body diagram.) Please Answer: Ay = kN Dy = kN ?Part 2 Determine the shear force acting at each of the following locations: (a)x = 2 m (b)x =4m (c). x = 8 m Note that x = 0 at support A When entering your answers. use the shear-force sign convention detailed in Section 7.2. Please Answer: (a) V= kN (b) V=…
PROBLEM 2: Part a.) Derive the appropriate equations for shear and bending moment throughout the beam. Measure x-distance from the left side of the beam and make sure to tell where each equation is applicable. Part b.) Draw the shear and bending moment diagrams for the beam. 3 kN/m A 6 m B 7 kN/m 3 m C
5) Draw the shear and bendingmoment diagrams for the beam and loading shown in the following figure
Could you help me with these questions? I have completed 3 but the rest I cannot do. Thanks!
Using the coordinate axes shown, write equations for the shear V and bending moment M for anv section A beam is loaded and supported as shown in Fig. Using the coordinate axes shown, write equations for the shear V and bending moment M for any section of the beam In the interval 0
Draw complete shear and bending moment diagrams. Showordinates at key points and indicate magnitude of shear andmoment. Neglect the beam weight.
solve all parts. show all steps/solutions. show equations for shear and moment diagrams show full solution and fbds
For the beam and loadings shown, a) Use dicontinuity functions to write the expression for the expression for w(x); include the beam reactions in this expression. b) Integrate w(x) twice to determine V(x) and M(x). c) Use V(x) and M(x) to plot the shear force and bending moment diagrams.