Please answer both parts. Part ADraw the shear diagram for the beam.Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines.Note 1 - You should not draw an "extra" vertical line at the location of applied moment.Note 2 - Be sure to indicate the correct types of the functions between the lines, e.g. if in your answer the type of a function is "linear increasing slope"for the function that actually has linear decreasing slope, the answer will be graded as incorrect. Use the button "change segment" if necessary.8 kN15 kN/m20 kN-m-2 m1 m- 2 m-3 m-No elements selectedV, kN60.0T45.0+30.0-15.00.0-I, m-15.0-30.0--45.0+-60.0These are keyboard navigation instructions. Press ALT+M) to get to the main menu. Press (ALT+Y) to get to the elements on the canvas.Press ALT+Q to quit the application. Part BDraw the moment diagram for the beam.Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines.Note 1 - Be sure to indicate the correct types of the functions between the lines, e.g. if in your answer the type of a function is "linear increasing slope"for the function that actually has linear decreasing slope, the answer will be graded as incorrect. Use the button "change segment" if necessary.8 kN15 kN/m20 kN-m2 m1 m-2 m-3 mNo elements selectedM, kN - m70.060.050.040.0+30.020.0-10.00.02, m-10.0-20.0-30.0-40.0--50.0-60.0--70.0Select the elements from the list and add them to the canvas setting the appropriate attributes. Press (TAB to go to the next option. PressALT+Y to get to the elements on the canvas. Press ALT+A to modify the attributes. Press ALT+Q to quit the application.

Answered: Image /qna-images/answer/ebbd1c5a-9639-42b8-be51-182272f8c72c.jpg

Answered: 8kN 15 kN/m 20 kN-m m1 m- 2 m- B -3 m

Engineering

Mechanical Engineering

8kN 15 kN/m 20 kN-m m1 m- 2 m- B -3 m

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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Given the data from the 2 pictures, answer the following: Use your shear force and bending moment diagrams to determine the maximum positive bending moment, Mmax, pos, the maximum negative bending moment, Mmax, neg and their respective locations, xmax, pos and xmax, neg. Use the bending-moment sign convention detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value.
Part A Determine the placement distance a of the roller support so that the largest absolute value of the moment is a minimum. (Figure 1) Express your answer in terms of L. Express your answer using three significant figures. Vol AZo t vec ? a = Figure Submit Request Answer Provide Feedback Next > B.
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please could you do the shear force diagram for question 2
Begin by placing vertical lines. Then place the appropriate function between the vertical lines. 10 kN 8 kN 15 kN m 2 m 3 m No elements selected kN - m 80 60 40 20 Im 1 -20 -40 -60 -80 Add discontinuity lines and select segments to add to the canvas.
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Just draw the Shear force and Bending moment
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REACTION FOR POINT A PLEASE
Which of the following statements below are incorrect? select all which apply. A shear force diagram is a diagram of extermal force along the beam a bending moment diagram is a diagram of internal bending moment along the beam caused by external loading a bending moment diagram is a diagram of external moment along the beam Shear force diagram could be considered as a function of beam load diagram as dV/dx = w, where V and w are internal shear force and external force density of the distributed force at one point along the beam, respectively. Bending moment diagram could be considered as a function of shear force diagram as dM/dx = V, where M and V are internal bending moment and internal shear force at one cross-section along the beam, respectively. A shear force diagram is a diagram of internal shear force along the beam caused by external loading
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