Answered: Using Virtual-Work Method and…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Problem: Compute for the vertical deflection at point C and support B using either of the following method: a. Double Integration Method, b. Moment Distribution Method, c. Conjugate Beam Method, d. Virtual Work Method, or e. Castigliano's Theorem. El is constant. CHOOSE ONLY ONE METHOD TO USE. C В L L 2 2
Solve using: (Complete Solution) A. CONJUGATE BEAM METHOD B. VIRTUAL WORK METHOD Determine the deflection at point C of the beam shown. E = 200 GPa. I = 250(10^6)mm^4.
1. The beam with, cross-section shown, is subjected to the load shown. Using E=200 GPa, determine the defection at D and the maximum deflection by double integration method. 80 mm 25 mm 4 kN/m 16 kN 25 mm B D 140 mm 6m 4m 2m 25 mm 120 mm
Solve using Castigliano Theorem. Assume EI as stated in the picture. Please step by step solution, and show the cutting of beam. Thank you.
Solve using Double Integration Method. Please show how you cut the beam. Thank you. Assume EI as stated in the pic. Thank you.
For the beam of constant section shown in the figure, determine the deflection at c and the slope at b. It is requested to solve using the conjugate beam method and castigliano. 35KN 3m B 1.5m 22KN.m
A simply supported beam is 5m long and has a fixed support at the left-hand side and a roller support at the right-hand side, 2m from the roller support the beam is subjected to a 20KN point load. Determine the slope and deflection at the point load using Direct Integration Method. Take E = 2,1x10² GPa and I = 90x100 mm¹.
2
Using Double Integration Method, determine the equation of the elastic curve of the beam below and specify the slope and deflection at point B. E = 200,000 MPa and I = 40,083x10° mm4 L= 5m a = 2m w = 10 kN /m A B a -L-
For the given simply supported beam AB, determine the: a) the slope at point A b) draw the deflected shape of the beam AB. EI is constant.
USE CONJUGATE BEAM METHOD IN SOLVING THE PROBLEM

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Using Virtual-Work Method and Castigliano’s theorem, compute the maximum deflection of the figure below in kN-m.