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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 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
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=
Transcribed Image Text: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
Transcribed Image Text:N 20 mm 15 mm 300 mm 100 mm A 100 mm 20 mm = 100 kN B' B TB = TC
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