Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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- Q3: A hexagonal cross section bar as shown in Figure (2) below, is used as a simply supported beam. The beam carries a central load of 60 kN. Draw the shear stress distribution diagram for a section of the beam at quarter of the beam length from the left hand support. Figure (2) 25 mm 30° 30°arrow_forwardA torsional moment T = 8,019 Nm and a load P = 39,980 N are applied at the same time to a circular hollow shaft of unknown length L, as shown in Figure Q8. The load P is applied in the centre of the shaft's circular cross-sectional area. The shaft has an inner diameter d = 38 mm and an outer diameter D = 90 mm. Point A in Figure Q8 is on the outer surface of the shaft. Figure 8 Calculate the maximum principal stress at point A. Use π = 3.14159 if needed. Calculate your answer in the unit: mega-Pascal (MPa). Report you answer to 3 decimal places.arrow_forwardA circular steel tube of length L = 1.1 m is loaded in torsion by torques T (see figure). T T r2 (a) If the inner radius of the tube is r, = 51 mm and the measured angle of twist between the ends is 0.5°, what is the shear strain y, (in radians) at the inner surface? (Enter the magnitude.) rad (b) If the maximum allowable shear strain is 0.00043 rad and the angle of twist is to be kept at 0.45° by adjusting the torque T, what is the maximum permissible outer radius (r,)may (in mm)? mmarrow_forward
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