very urgent and quickk The curved beam is subjected to a bendingmoment of as shown. Determine the maximumcompressive and tensile stresses in the section.Take M = 900 N.m, r¡ = 300 mm, a = 100 mm, b =150 mm, c = 15 mm, and d = 20 mm.dTMaCSelect one:- 5.81 MPa. and 5.81 MPa.- 3.01 MPa. and 3.74 MPa.D

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Answered: The curved beam is subjected to a…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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2- Find the largest clamping force that can be applied by the cast iron C-clamp if the allowable normal stresses on section m-n are 15 MPa in tension and 30 MPa in compression. Centroidal axis m 14 mm 60 mm 11 mm `I = 7800 mmª A = 130 mm²
The reinforced concrete beam is made using two steel reinforcing rods of diameter 2 in. each. The modulus of elasticity for the steel is Est = 29000 ksi and the modulus of elasticity for the concrete is Econc = 3600 ksi, determine the maximum tensile stress in the section. Take M = 60 kip.ft, b = 10 in., and d = 18 in. -concrete d Two steel reinforcing rods Select one: 5.91 ksi. 6.06 ksi. 7.7 ksi. 6.2 ksi. b
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The wide-flange beam is subjected to the P = 54 kN force. Determine the principal stresses in the beam at point A located on the web at the bottom of the upper flange. Although it is not very accurate, use the shear formula to calculate the shear stress. (Figure 1)
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To determine the state of stress in a solid rod using the principle of superposition. A solid rod has a diameter of e� = 55 mmmm and is subjected to the loading shown. Let a� = 200 mmmm , b� = 220 mmmm , c� = 350 mmmm , d� = 250 mmmm , and P� = 3.0 kNkN . Take point A to be at the top of the circular cross-section. As shown (Figure 2), a cut was made at A to determine the resultant internal loadings. Determine the moment about the x axis, Mx��. b) Part B - Moment about the z axis at A Part C - Stress due to the normal force To find the state of stress at A, the principle of superposition must be used. If the rod has a diameter of 55 mm , find the stress σA�� due to the normal force. Part D - Stress due to the bending moment about the x axis To find the state of stress at A, the principle of superposition must be used. If the rod has a diameter of 55 mm , find the stress σA�� due to the bending moment about the x axis.
4.3 The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. Determine the displacement of end A with respect to end D and the normal stress in each section. The cross-sectional area and modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at Band C. 3.50 kip 1.75 kip 1.50 kip 2.00 kip Steel BL 3.50 kip 1.75 kip Aluminum Copper Est = 29 (10)³ Ksi -18 in- -12 in- -16 in- Ecu = 18 (10)3 Ksi ABC = 0.12 in? Eal = 10(10)³ Ksi AcD = 0.09 6in² = 0.09 in? AAB
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Determine the maximum tensile and compressive stresses in portion BC of the beam, under loading conditions of two vertical forces that applied on it. The beam has cross section as shown in figure. 100KN | 100KN 200 mm 25 mm 25 mm 150 um 25 mm 1500 mm 500 mm 500 mm 100 mm

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The curved beam is subjected to a bending moment of as shown. Determine the maximum compressive and tensile stresses in the section. Take M = 900 N.m, r¡ = 300 mm, a = 100 mm, b = 150 mm, c = 15 mm, and d = 20 mm. d TM a C Select one: - 5.81 MPa. and 5.81 MPa. - 3.01 MPa. and 3.74 MPa. D