2.54 KN 3.83 KN 1.91 KNleft right1.6 KN 3.83 KN 1.91 KN 2.54 KNupward downward1.91 KN 2.54 KN 3.38 KN1.6 KNtension compression)1.6 KNupward downward)120 N.m 160 N.m (200 N.m [240 N.m This question is made of two separate parts related to figures 1 and 2.2 mFFigure 12 minAdirectionLdirectionFigure 2Figure 1DA beam AB is supported by a pin at A and a roller at B. The beam is subjected to force F of 5 KN, making an angle a=400 with horizontal as shown in figure 1.The support reaction at pin A along x-axis isto theThe support reaction at pin A along y-axis isThe support reaction at roller B isMBFigure 2A beams AB of length L-2 m is supported by a pin at A and a cable BC at point B. The beam is subject to an external moment M=200 N.m at B as shown in figure 2.The force in cable BC isand it is in

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This question is made of two separate parts related to figures 1 and 2. 2 m F a Figure 1 2m The support reaction at pin A along y-axis is The support reaction at roller B is in Figure 1 D A beam AB is supported by a pin at A and a roller at B. The beam is subjected to force F of 5 KN, making an angle a-40° with horizontal as shown in figure 1. The support reaction at pin A along x-axis is to the direction Figure 2 direction M B Figure 2 A beam AB of length L-2 m is supported by a pin at A and a cable BC at point B. The beam is subject to an external moment M-200 N.m at B as shown in figure 2. The force in cable BC is and it is in [

This question is made of two separate parts related to figures 1 and 2. 2 m F a Figure 1 2m The support reaction at pin A along y-axis is The support reaction at roller B is in Figure 1 D A beam AB is supported by a pin at A and a roller at B. The beam is subjected to force F of 5 KN, making an angle a-40° with horizontal as shown in figure 1. The support reaction at pin A along x-axis is to the direction Figure 2 direction M B Figure 2 A beam AB of length L-2 m is supported by a pin at A and a cable BC at point B. The beam is subject to an external moment M-200 N.m at B as shown in figure 2. The force in cable BC is and it is in [

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…
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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.
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The bar shown in Figure 1(b) is rigidly fixed at the support A and supports the force P which is 60 N. The angle 0 in the configuration shown in the figure is 45°. Calculate the moment of the force P about the point A. P = 60 N C B 1.2 m 1.2 m |45°
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