5.- Una viga de acero I de ala ancha tiene las dimensiones. Si está sometida a una fuerza cortante V= 100 kN, grafique la distribución del esfuerzo cortante que actúa sobre la sección transversal de la viga. 20 mm 100 mm A 15 mm 100 mm 20 mm 300 mm V = 100 kN B B TC=

5.- Una viga de acero I de ala ancha tiene las dimensiones. Si está sometida a una fuerza cortante V= 100 kN, grafique la distribución del esfuerzo cortante que actúa sobre la sección transversal de la viga. 20 mm 100 mm A 15 mm 100 mm 20 mm 300 mm V = 100 kN B B TC=

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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5.- Una viga de acero I de ala ancha tiene las dimensiones. Si está sometida a una fuerza
cortante V = 100 kN, grafique la distribución del esfuerzo cortante que actúa sobre la
sección transversal de la viga.
20 mm
15 mm
300 mm
100 mm A
100 mm
20 mm
V = 100 kN
B'
B
TB =
TC=

N
20 mm
15 mm
300 mm
100 mm A
100 mm
20 mm
= 100 kN
B'
B
TB =
TC

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