4. By using Double Integration Method, Determine the deflection 3m to the left of roller support. 30 kN/m pmmmmm, 55 kN 9 m El = constant E = 200 GPa 1= 830 x 106 mm4 (a) Real Beam -3 m-

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