Assume a constant value of EI = 560×10° N-mm² for the beam. 210 N-m 200 mm Determine the deflection of the beam at C. Answer in mm rounded-off to 2 decimal places. B 150 mm с 100 1,400 N D 250 mm E X

Structural Analysis
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Chapter2: Loads On Structures
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Assume a constant value of EI = 560×10° N-mm² for the beam.
A
210 N-m
200 mm
Determine the deflection of the beam at C.
Answer in mm rounded-off to 2 decimal places.
B
150 mm
C
100
1,400 N
D
250 mm
E
X
Transcribed Image Text:Assume a constant value of EI = 560×10° N-mm² for the beam. A 210 N-m 200 mm Determine the deflection of the beam at C. Answer in mm rounded-off to 2 decimal places. B 150 mm C 100 1,400 N D 250 mm E X
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