Introduction To Finite Element Analysis And Design
Introduction To Finite Element Analysis And Design
2nd Edition
ISBN: 9781119078722
Author: Kim, Nam H., Sankar, Bhavani V., KUMAR, Ashok V., Author.
Publisher: John Wiley & Sons,
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Chapter 2, Problem 14E

The boundary-value problem for a clamped-clamped beam can be written as

d 4 w d x 4 p ( x ) = 0 , 0 x 1 w ( 0 ) = w ( 1 ) = d w d x ( 0 ) = d w d x ( 1 ) = 1 } boundary conditions . a uniformly distributed load is applied, that is, p ( x ) = p 0 , calculate the approximate beam deflection w ˜ ( x ) using the Galerkin method. Hint: Assume the approximate deflection as w ˜ ( x ) = c ϕ ( x ) = c s 2 ( 1 x ) 2 .

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for this 4 figuredarw the Kinematic Diagram:DoF:F=Type/Name ofmechanismEvolution:
Two channels and two plates are used to formthe column section shown. For b = 200 mm,determine the moments of inertia and theradii of gyration of the combined section withrespect to the centroidal x and y axes.For the section of problem, determine thefirst moment of the upper plate about thecentroidal x-axis
Determine by direct integration the moment of inertia of theshaded area at right with respect to the x axis shown.  Determine by direct integration the moment of inertia of theshaded area of the figure with respect to the y axis shown.
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Solids: Lesson 53 - Slope and Deflection of Beams Intro; Author: Jeff Hanson;https://www.youtube.com/watch?v=I7lTq68JRmY;License: Standard YouTube License, CC-BY