Use the information given in the figure below. When the supporting posts are removed,calculate the magnitude of the following:the torque on each side andthe net torque of the balancing beam.Reminder: Force is not equal to mass. (g=9.8m/s²)175 15 1251075 05 029Metersozs as o7s 125MetersExpress all your answers in whole numbers.T+NmNmTnetNm

Given data Mass on LHS =10kg Mass on RHS=5kg

Answered: Use the information given in the figure…

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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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…
SOLVE STEP BY STEP IN DIGITAL FORMAT THANKS For the beam in shown in the figure, determine the vertical displacement in C 6, and the turn in BDB by Castigliano's Theorem in terms of El. L 2 C L 2 B
In the figure given below load and moment effects from the mid point of the fixed beam from both sides. Find the displacement and reaction forces.
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=12.0 ft, b=6.5 ft, c= 7.0 ft, w = 7 kips/ft and M = 230 kip-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 Ay and Cy 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.) Determine the shear force acting at each of the following locations:(a) x = 0+ ft (i.e., just to the right of support A)(b) x = 12.0 ft (i,e., at point B)(c) x = 18.5- ft (i.e., just to the left of the support C)(d) x = 18.5+ ft (i.e., just to the right of the support (C)(e) x = 24.5 ftNote that x = 0 at support A. Determine the bending…
A thin beam with a solid rectangular cross-section is loaded as shown in Figure Q7 below. L/3 L/3 L/3 Figure Q7 Consider the following statoments and select which combination correctly describes the bending moment diagram for this beam, along its longth using the sign conventions provided in lectures. i lt is symmetrical. ii It has a value of zero at the mid-point. i. It has a negative value for the entire length of the beam. iv. It is described by a quadratic (2nd order) function. O ali and i. are both correct. Ob.li. and iv. are both correct. Oci. and i. are both correct. Od.i. and iv. are both correct. Oe. li. and iv. are both correct. O. None of the provided answers are correct. OBi and i. are both correct.
For the figure shown below, compute the bending moment in section 1. Neglect the weights of the member. Note that point B is pin-connected.
A simply supported beam, 50mm wide by 100mm high and 300 mm long is subjected to a concentrated load of 3000 N at a point 100 mm from one of the supports. Draw the shear force and bending moment diagrams for the beam.
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1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A to B and a concentrated moment at C. Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the entire length of the beam. Label values at all key locations on the plots (at changes in loads, maxima, minima, and zeroes). Annotate your diagrams to explain how they were drawn (e.g. "AQAB = (-12 kN/m)(1 m) = -12 kN" and "(dQ/dx)AB = -12 kN/m"). 12 kN/m 5 kNm ZA B D 1 m 0.5 m 0.5 m Figure 1.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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 Ay and MA 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.)Answers: Ay = kN, MA = kN-m. Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 4.0– m (i.e., just to the left of B)(c) x = 4.0+ m (i.e., just to the right of B)(d) x = 6.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = kN.(b) V = kN.(c) V = kN.(d) V = kN.
Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-10.5 ft, b-24.0 ft, P- 20 kips and w - 5.5 kips/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. B Calculate the reaction forces Ay and Cy 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 A, - 0, it has been omitted from the free-body diagram.) Answers: kips Cy- kips Part 2 Determine the shear force acting at each of the following locations: (a) x = 10.5-ft (i.e., just to the left of point B) (b) x = 10.5+ ft (i.e., just to the right of point B) (c) x = 32.5 ft Note that x-0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.…
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Use the information given in the figure below. When the supporting posts are removed, calculate the magnitude of the following: the torque on each side and the net torque of the balancing beam.