i need the right answer please quick i give u good feedbackthe answer is bellow Determine the state of stress at point A on thecross section at section a-a of the cantileverbeam. The moment area of inertia of the I beamabout its horizontal neutral axis is INA= 0.225x10-3 m4.σ =>T =100 mm+100 mm300 mmSection a-a500 kN-0.5 m-16.1 Mpa (tension)32.2 Mpa (compression)16.1 Mpa (compression)8.9 Mpa 22.2 Mpa 17.8 Mpa150 mm700 kN

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Answered: Determine the state of stress at point…

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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A rod has a solid circular cross section with a diameter of 40 mm is subjected to the shown loads. Determine the state of stress at point A. OX= Ixy = Given: The area moment of inertia of a solid circular cross section about its neutral axis is INA = (TR4)/4. The polar moment of inertia of a solid circular cross section about its neutral axis is JNA = (TR4)/2. The centroid of a semi-circle is located at 4R/(3n) from the horizontal axis representing the diameter line. 1500 N -37 Mpa 64 Mpa 3.5 Mpa 7.3 Mpa 600 N 37 Mpa -7.3 Mpa 300 mm 100 N·m 800 N 100 mm B
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Determine the size of square bearing plates A′ and B′ required to support the loading. Take P = 1.5 kip. Dimension the plates to the nearest 1 2 in. The reactions at the supports are vertical and the allowable bearing stress for theplates is (sb)allow = 400 psi.
A rod has a solid circular cross section with a diameter of 40 mm is subjected to the shown loads. Determine the state of stress at point A. OX = Ixy= Given: The area moment of inertia of a solid circular cross section about its neutral axis is INA = (πR4)/4. The polar moment of inertia of a solid circular cross section about its neutral axis is JNA = (πR4)/2. The centroid of a semi-circle is located at 4R/(3) from the horizontal axis representing the diameter line. 1500 N 200 mm 600 N 100 N-m 800 N 100 mm
X A purse hook is used to hang a handbag from the edge of a table with L = 50 mm. If the cross section at a-a has a diameter of d = 3 mm and the hook is supporting a purse with a mass of 3 kg, determine the normal stress profile. For what value of y (using the coordinates pictured for section a-a) with the normal stress be zero. If it is never zero enter "nde" for "not defined". N -L→ a. a AB C Follow sign convention that tension is positive and compression is negative. Normal stress at point A, σA= MPa Normal stress at point B, σB = MPa Normal stress at point C, σc = MPa y position where normal stress equals zero = mm Section a-a d
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The man has a mass of 100 kg and center of mass at G. If he holds himself in the position shown, determine the maximum tensile and compressive stress developed in the curved bar at section a–a. He is supported uniformly by twobars, each having a diameter of 25 mm. Assume the floor is smooth. Use the curved-beam formula to calculate the bending stress.
The solid circular rod has a cross-sectional area of 420 mm². It is subjected to a uniform axial distributed loading along its length of w = 5 kN/m. Two concentrated loads also act on the rod: P = 6 kN and Q = 4 kN. Determine the normal stress in the rod at x = 0.1 m. Assume a = 0.5 m and b = 0.9 m. W >P MPa a Answer: 0= i B b
The solid circular rod has a cross-sectional area of 460 mm². It is subjected to a uniform axial distributed loading along its length of w= 8 kN/m. Two concentrated loads also act on the rod: P = 3 kN and Q = 5 kN. Determine the normal stress in the rod at x = 0.9 m. Assume a = 0.6 m and b = 1.0 m. B MPa a Answer: 0 = i b
C-S at E: 40 mm TB The pipe assembly is subjected to the loads shown. Determine the state of 1 kN 30 mm stress at point A on cross-section E and show the results on a volume element. (Ans: 0A = -5.615 MPa, Ta = 5.372 MPa) 0.4 m X 0.3 m B 0.5 m 0.1 m 0.1 m 60" E 0.25 m 2 kN
The way to the column where the loading status is seen determine the P load required for the 5 mm horizontal displacement of the C midpoint and the maximum shear stress that this P load will generate. b=750mm a=50mm t=4mm e=48mm E(modulus of elasticity)=70GPA
A member having the dimensions shown is used to resist an internal bending moment of M kNm. Determine the maximum stress in the member if the moment is applied (a) about the z axis (as shown) (b) about the y axis. Sketch the stress distribution for each case. Take: M= 90 kNm A mm A= 200 mm B= 150 mm B mm Solution: The moment of inertia of the cross-section about z and y axes are I;-4 1 - AB³ 12 (10) m* I BA = (10) m*

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