12 kN/m 12 kN/m D 6 m -4m- --
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the internal moments at B and C and the support reactions due to the loads and
support settlements of 8 mm at B and 25 mm at C. Assume the supports at B and C are rollers
and A and D are pins. E=200GPa I=800×10^6 mm^4.
Transcribed Image Text:12 kN/m
12 kN/m
D
6 m
-4m-
--
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