Question 6Not yet answeredFlag questionDetermine the state of stress at point A on the crosssection at section a-a of the cantilever beam. Themoment area of inertia of the I beam about itshorizontal neutral axis is INA= 0.225 x 10-3 m4.σ =T =T100 mm300 mm400 kNa-0.5 m100 mmSection a-a18.2 Mpa (Compression)70.2 Mpa (Compression)37.8 Mpa (Compression)8.9 Mpa 17.8 Mpa 33.5 Mpa200 kN150 mm

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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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Determine the state of stress at point A on the cross section at section a-a of the cantilever beam. The moment area of inertia of the I beam about its horizontal neutral axis is INA= 0.225 x 103 m4. 0= T= 100 mm 300 mm 100 mm Section a-a a 400 KN -0.5 m- 70.2 Mpa (Compression) 37.8 Mpa (Compression) 18.2 Mpa (Compression) 8.9 Mpa 17.8 Mpa 33.5 Mpa 150 mm 200 kN
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This is not a quiz question. It is part of a study review with the solution given.
If the allowable bearing stress for the material under the supports at A and B is op = 670 psi, determine the maximum load Pmax that can be applied to the beam. The bearing plates each have %3D square cross sections of 5 in. by 5 in. The reactions at the supports are vertical. ASsume w = 750 Ib/ft, a = 10 ft, and b = 5 ft. B a Answer: Pmax i Ib
Please help, thank you. :) The masonry pier is subjected to the 800-kN load. Ifx=0.25m and y=0.5m, determine the normal stress ateach corner A, B, C, D and plot the stress distributionover the cross section. Neglect the weight of thepier. Specify if it is in tension or compression. A = 13.5 m2 Ix = 22.781 m4 Iy = 10.125 m4
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