ๆ 300 N/m 2.7 kN.m € 3 m3 m3 m3 m➜ -X
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Determine la ecuación de la elástica y la deflexión máxima de las vigas indicadas. Utilice el
método de la doble integración. EI -constante.
2.7 kN • m
300 N/m
<3m><3m-3m><3m
120 1b/ft
11111
12 ft-
- 60ܝ
360 1b
X
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