Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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- mechanical engineering homework helparrow_forwardQ1. Figure below shows a simply supported beam that has a rectangular cross section 120 mm wide and 200 mm high. a. Determine the maximum bending stress in the beam. b. Calculate the bending stress experienced by a point on section B that is 25 mm below the top of the beam. (Consider the distance of this point from the N.A when solving this part) |15KN 6 kN/m B D 0.8 m 2 m 1.0 m R = 14 kN RE = 19 kNarrow_forwardConstruct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions. 1.2 kN/m W A Questions: Atx 1.1 m, V = W = w₁+kx² 1.9 kN/m 4.5 m x KN, M= i kN·m At x = 3.7 m, V = i KN, M= The absolute value of the maximum shear Vmax force is The absolute value of the maximum bending moment is Mmax i II kN·m KN x = r KN-m, x = rarrow_forward
- Draw shear moment diagrams. Label max shear and momentarrow_forwardFor the simply supported beam subjected to the loading shown, sketch the shear force diagram. Determine the largest magnitude shear force. Let a=13.0 ft, b=4.0 ft, c= 8.0 ft, w = 17 kips/ft and M = 243 kip-ft. Give your answer in kips. Enter a positive number. M B C D aarrow_forward8) Find the internal loading at point C. 30 kN - m A- -1.5 m-1.5 5m-1.5 1.5m²+1 10 kN B m-1.5 m-1.5 m- 5 m-1.5 marrow_forward
- A 1. Use 3 sig.fig's for final answers. Draw the shear and bending moment diagrams for the beam. Find the maximum shear and bending moment. (Hint: The clockwise 6 kN.m moment given on the beam will cause an upward shift in the bending moment diagram.) -3 m- 4 kN/m B 6 kN-m -3 m- -2 m- 3 kN plz show all the workarrow_forwardPart A 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 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 line + 10 kN 10 kN 15 kN-m 10 kN 10 kN B 15 kN-m No elements selected -2 m 2 m-- -2 m- M (kN m) No elements selected +2 m- 2 m 20 18+ 16+ + V (kN) 14 12+ 10 20 T 18+ 8- 6- 4+ 2- 0- 16 + 14 12+ + 10 8 I (m) 6+ 4+ -20 -4+ -6- 2 -8 -10+ -12+ + + * (m) -20 -4+ -6+ 8 2. 4. -14 -16+ -18+ -20 -10 -12 -14 -16+ + Add discontinuity lines and select segments to add to the canvas. -18 -20 I Add discontinuity lines and select segments to add to the canvas.arrow_forwardQ-1 Draw the shear and moment diagram by area for the beam loaded shown in figarrow_forward
- Consider the beam in (Eigure 1). Take that P₁ = 11 kN and P₂ = 17 kN. Follow the sign convention. Determine the normal force, shear force, and moment at point C. Figure 1.5m 15 m 1.5 m 1.5 m 1 of 1 B € Part A Determine the normal force at point C. Express your answer to three significant figures and include the appropriate units. Ne= Value Submit Request Answer Part B HA Ve Value Submit Determine the shear force at point C. Express your answer to three significant figures and include the appropriate units. Part C Me= Submit Request Answer Units Value Determine the moment at point C. Express your answer to three significant figures and include the appropriate units. Request Answer Units ? Units ? ?arrow_forwardShow your complete solution and make sure that your finals answer is in 4 decimal places, please make it readable.arrow_forwardQUESTION 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.arrow_forward
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