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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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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