The deflection (y) at adistance x along abeam ot Length L is given by y = wL EI s (5 x' - 5x²+ 2x -1), where w is weight, E is modulus of elasticity and I is the second moment Newton - area Thes e are all non -zero Constants .Using Kaphson method, find the distance (x). where the deflection IS zero, Consider X, = 1.5 and show your answer with %3D four decimal places a Ccurac

The deflection (y) at adistance x along abeam ot Length L is given by y = wL EI s (5 x' - 5x²+ 2x -1), where w is weight, E is modulus of elasticity and I is the second moment Newton - area Thes e are all non -zero Constants .Using Kaphson method, find the distance (x). where the deflection IS zero, Consider X, = 1.5 and show your answer with %3D four decimal places a Ccurac

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

See similar textbooks

Similar questions

Using Castigliano’s theorem, determine horizontal and vertical components of deflection at point C. Given: P=1000 N EA= 2*10^6 N
Given the 200mm x 400mm beam with the loading shown, determine: a. the amount of load P applied on the beam if the deflection on the midspan is 5 mm downward. b. by this same load P, what is the deflection and slope on the beam at point D? Set the parameters as a = 3m, L = 9m , E = 200 GPa. EI is constant.
determine the deflection at B in mm using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E=80 GPa. Enter the absolute value only and round off your answer to 3 decimal places Answer asap. I rate
In the figure shown, the deflection of mercury is initially 250mm. If the pressure at a is increased by 40kPa, while maintaining the pressure at b constant, what will be the new mercury deflection?
Two elastic beams with equal bending rigidity of EI are connected by a pin at B. The beam is fixed at A and a roller support is attached at C. Beam BC is subjected to a uniformly distributed load of magnitude w=1 N/m. If the bending rigidity EI is 108Nmm2, determine a) the lateral deflection at B, b) the rotational angle at B, c) the rotational angle at C. d) sketch the deformed shape
Find the deflection at D relative to point A of the copper bar. Assume the material behaves elastically. E = 15 x 103 ksi ...
Find the deflection y(x) using differential equation where: The beam is embedded at x = L and a free end at x = 0. The applied load is w = w0*(1+cos(πx/L)), wo is the maximum intensity of the load.
Please help me for the correct solution. A leaf spring carries a central load of 3000 N. The leaf spring has to be made of 10 steel plates 5cm wide and 6mm thick. If the bending stress is limited to 150 N/mm² determine: (i) Length of the spring and (ii) Deflection at the centre of the spring. Take E = 2 * 10 ^ 5 * N / m * m ^ 2..?
Determine the deflection at point C and at the site of action of the load. Take Est = 200 GPa, I = 17 x 106 mm4. Neglect the mass of the steel beam.
Determine the magnitude of the maximum deflection using doubleintegration method. Use E = 200 x10^6 KPa and I = 1.440 x10^-5 m4
Plot the deflection of a beam with a length of 3 m, the modulus of elasticity of E = 200 GPa, and I = 1.2 ✕ 106 mm4 for a sign weighing 1,500 N. Slope at x=L
Determine the maximum deflection within region AB. EI is constant.