30 kN/m 55 kN B C +3 m- 9 m El = constant E = 200 GPa 1= 830 x 106 mm (a) Real Beam
30 kN/m 55 kN B C +3 m- 9 m El = constant E = 200 GPa 1= 830 x 106 mm (a) Real Beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:4. By using Double Integration Method, Determine the deflection 3m to the left of roller support.
30 kN/m
55 kN
C
9 m
+3m-
El = constant
E = 200 GPa
1 = 830 x 106 mm4
(a) Real Beam
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