Q.5) For the frame with loading shown in figure, it has fixed support at A, pin support at B and roller support at C. The moment reaction at A (MA) is approximately: (A) +1400 N.m (B) - 2280 N.m (C) - 3600 N.m (D) +6400 N.m (E) none of the above 900 N 1.2 m. 1200 N/m B 3m - Pia 4 m comnection
Q.5) For the frame with loading shown in figure, it has fixed support at A, pin support at B and roller support at C. The moment reaction at A (MA) is approximately: (A) +1400 N.m (B) - 2280 N.m (C) - 3600 N.m (D) +6400 N.m (E) none of the above 900 N 1.2 m. 1200 N/m B 3m - Pia 4 m comnection
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q.5) For the frame with loading shown in figure, it has fixed
support at A, pin support at B and roller support at C. The
moment reaction at A (MA) is approximately:
(A) +1400 N.m
(B) - 2280 N.m
(C) - 3600 N.m
(D) +6400 N.m
(E) none of the above
900 N
1.2 m
1200 N/m
B 3m
Pin
4m connection
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