Part ADraw 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 linesDraw 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 line+10 kN10 kN15 kN-m10 kN10 kNB15 kN-mNo elements selected-2 m 2 m---2 m-M (kN m)No elements selected+2 m- 2 m2018+16++V (kN)1412+1020 T18+8-6-4+2-0-16+1412++108I (m)6+4+-20-4+-6-2-8-10+-12+++* (m)-20-4+-6+82.4.-14-16+-18+-20-10-12-14-16++Add discontinuity lines and select segments to add to the canvas.-18-20 IAdd discontinuity lines and select segments to add to the canvas.

Answered: Image /qna-images/answer/445cc1a6-eb5b-4b55-89a1-9ed939b7b2e5.jpg

Answered: Part A Draw the moment diagram for the…

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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Draw 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 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear visually correct because the lines overlap, but the system will mark it wrong. No elements selected M (N-m) 600 500 400 300 200 100- 00 -100 -200 -300 -400 -500 -800 015 110 3 m 2,0 300 N/m 1.5 m z (m) Press TAB to navigate between elements on the canvas. Press (ALT+M) to get to the main menu. Press (ALT+A to modify the attributes. Press (ALT+Q) to quit the application. This is uray
Draw 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 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear visually correct because the lines overlap, but the system will mark it wrong. 0 No elements selected V (kN) 18 14 12+ 10 8 8 A 4 2 0 -2.0 No elements selected -4 -6 -8 -10 -12- -16- Add discontinuity lines and select segments to add to the canvas. M (kN-m) 70+ 80- 50- 40 30- 20- 10 of -100 -20- -30- Draw the moment diagram for the beam. Click on "add vertical line offy" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear visually correct…
Draw the shear and moment diagrams for the beam Draw the shear diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines.
Part B Draw the moment diagram for the shaft. Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. 600 N-m 0.8 m 0.8 m 0.8 m No elements selected 900 N M (N m) 1000 900 800 700 600 500 400 300 200 100 I (m) 0+ -1000.0 0.2 0.4 0,6 0,8 1.0 12 1.4 1.6 1,8 2.0 2.2 -200 + -300 -400 -500 -600 -700 -800 -900 -1000 Add discontinuity lines and select segments to add to the canvas.
Part A 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 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same place, it will appear correct visually because the lines overlap, but the system will mark it wrong. 4 + D 800 N 600 N 1200 N- m B -1m. 1m 1 m 1 m No elements selected V (N) 1000 500 I (m) 3 -500 -1000 Add discontinuity lines and select segments to add to the canvas.
Shear and bending moment diagram for the following beam
In (Figure 1), w = 3.8 kip/ft and F=20 lb. Follow the sign convention. Part A Determine the shear force acting at point D of the beam. Express your answer in kilopounds to three significant figures. vec VD = kip Figure 1 of 1 Submit Request Answer Part B Determine the moment acting at point D of the beam. Express your answer in kilopound-feet to three significant figures. A, 6 ft 9 ft ΑΣφ vec MD = kip ft %3D
Draw the internal shear force and bending moment diagram using the Graphical Method (or the 'short-cut'). 2 kip/ft 30 kip-ft B A 5 ft 5 ft 5 ft
Graph the shear and bending moment
Draw 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. +0 No elements selected V, KN 60.0 45.0 30.0 15.0 0.0 + -15.0 -30.0 -45.0- -60.0 -2m 1 m 2 m 1 8 kN 20 kN-m 2 15 kN/m -B -3 m- 6 7 x, m Press TAB to navigate between elements on the canvas. Press (ALT+M to get to the main menu. Press ALT+A to modify the attributes. Press ALT+Q to quit the application.
Part A - Draw the shear diagram Given the beam and its corresponding free-body diagram, draw the shear diagram. Begin by placing vertical lines. Place the appropriate function between the vertical lines, ensuring the endpoints have the correct values. Note - You should not draw an extra vertical line at the location of any applied moment. Note 2 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same p overlap, but the system will mark it wrong. ► View Available Hint(s) +0 No elements selected 4.00 1.0 kip/ft [] V (kip) 3.00 4 ft RB = 5.25 kips -8 ft- 12 ft-kips * 8 -8 ft →→→→ L i RD = 1.25 kips ?
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.

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