Utilice el método de castigliano para calcular la deflexion en el nodo C de la viga Utilice el método de Castigliano para calcular la deflexión en el nodo C de la viga que sepresenta.200 kN100 kNA5 mIBC10 m215 mIE = Constante = 250 GPa/=600(106) mm*

Answered: Utilice el método de Castigliano para…

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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%VY 1. t 19:8E Home work 2.pdf Home work 2 Deflection of beam Q1: Compute the value of Elő at the distance 3m from A for the beam shown below: 1 kN/m Q2: For the beam shown in figur, determine the value ofI that will limit the maximum deflection to 20 mm. Use E-10*10" N/m? 600 N/m- 2 m く

P₁₂ = ? 250mm 2 56 300mm P₁= 80 kPa Fx=? of Fy=?
Question 39/50 Situation 39, 40 10 m/s Es=200 GPa E,=105 GPa 50kg Steel 15 mm-diaBrass k=25 kN/mm 1.5m 1.5m 0.5m O Zoom image Determine the stiffness of Spring, Steel and Brass assembly as shown. 8256.25 N/mm 9141.75 N/mm 2563.23 N/mm O5632.20 N/mm Previous Next
(b) A solid circular rod as in Figure Q1(a) is 600 mm long and 20 mm diameter. The rod is subjected to an axial force of P = 50KN. Upon loading, the elongation of the rod is 8 = 1.40 mm, and its diameter reduce to d' = 19.9837 mm. Determine the modulus of elasticity of the material. Assume that the material does not yield.
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Utilice el método de Castigliano para calcular la deflexión en el nodo C de la viga que se presenta. 200 kN 100 kN A 5 m I B C 10 m 21 5 m I E = Constante = 250 GPa /=600(106) mm*