8 kN/m A 2 m B 4 m 4 kN/m 0.5 m 10 kN - m 0.5 m C D E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve for the reactions, the deflection at free-end, and the slope at the midspan. Use E = 200 GPa and I = 50 x 106 mm4
Final Equations with value of C1 and C2
EIy'' =
EIy' =
EIy =
RA:
RB:
RC:
Deflection:
Slope:
Transcribed Image Text:8 kN/m
A
2 m
B
4 m
4 kN/m
0.5 m
10 kN - m
0.5 m
C D E
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