Ma L/2- Mo L/2 Ma B ▾ Part A Draw the shear diagram for the beam. Assume that Mo = 200 lb-ft, and L=20 ft. Begin by placing the lines of discontinuity. Place the appropriate function between the lines of discontinuity, ensuring the endpoints have the correct values. 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. 4+0 No elements selected M₂ V (lb) 25 25 20 15 10 5 0+ 0 -5 -10 -15 -20 -25 L/2 Mo 10 L/2 15 Mo 20 Review z (ft)

Ma L/2- Mo L/2 Ma B ▾ Part A Draw the shear diagram for the beam. Assume that Mo = 200 lb-ft, and L=20 ft. Begin by placing the lines of discontinuity. Place the appropriate function between the lines of discontinuity, ensuring the endpoints have the correct values. 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. 4+0 No elements selected M₂ V (lb) 25 25 20 15 10 5 0+ 0 -5 -10 -15 -20 -25 L/2 Mo 10 L/2 15 Mo 20 Review z (ft)

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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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.
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.
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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The shear force is maximum at the sign change in a simply supported beam. Select one: O True False
Figure -2 m B 4 m 1 of 1 1.5 kN/m Part B Draw the moment diagram for the beam. Follow the sign convention. Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1 - 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 correct visually because the lines overlap, but the system will mark it wrong. Note 2 - Draw a vertical line to denote local maximum or minimum. Note 3 - 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. + i No elements selected M (kN-m) 2.07 1.5 1.0 0.5 0.0 C -0.5- -1.0. -1.5 -2.0 -2 m- Add discontinuity lines and select segments to add to the…
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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
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Below are the values to be used for the various loads, concentrated forces and distances. 9 = 10 N/m F = 100 N a= I m Create a shear force and bending moment diagram. From the equations and/or the plot, determine the location at which the shear force is at a maximum. Enter your value is distance units of meters measured starting from point A
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.