For the beams below, determine the location of the maximum deflection using double integrationmethod.For the beams below, determine the magnitude of the maximum deflection using doubleintegration method. Use E = 200 x10^6 KPa and I = 1.440 x10^-5 m4 120 KN50 KN/m2.0 m50 KN/m2.0 mВA4.0 m4.0 m

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Answered: For the beams below, determine the…

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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The cantilever beam consists of a W530 × 74 structural steel wide-flange shape [E = 200 GPa; I = 410 × 106 mm4]. Use discontinuity functions to compute the deflection vC of the beam at C for the loading shown.Assume LAB = 3.3 m, LBC = 1.7 m, P = 48 kN, w = 28 kN/m.
For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, (b) the maximum deflection, and (c) the slope at A. Assume that El is constant for the beam. Let w = 12 kN/m, L = 3.5 m, E= 210 GPa, and I = 110 x 10° mmt. L. Answer: (b) vmax i mm (c) OA = i rad eTextbook and Media
h F The beam of length 5.9 (m) and cross section base 0.10 (m) and height 0.16 (m) shown is made of plain steel with a modulus of elasticity of 200 (Gpa) and an ultimate strength of 400 (Mpa). The load is 250 (N) and the point q is 4.0 (m) from the wall in the x direction. What is the magnitude of vertical deflection of the beam at point q in units of meters?
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I= 340 in."1. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 10 kips/ft, wCD = 7.0 kips/ft, LAB = 7.0 ft, LBc = 7.0 ft, LCD=9.5 ft, LoDE = 4 ft. Wo WCD C E LAB LBC LCD LDE Answer: (a) 0g = rad (b) vc = in.
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.

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For the beams below, determine the location of the maximum deflection using double integration method. For the beams below, determine the magnitude of the maximum deflection using double integration method. Use E = 200 x10^6 KPa and I = 1.440 x10^-5 m4