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 A two span continuous beam ABC is simply supported at A and C and is continuous over support B. Span AB = 6 m, BC = 6m. The beam carries a UDL of 2 t/m over both the spans. B is constant for the entire beam. The fixed end moment at B in span BA or BC would be
  • a)
    12 t.m
  • b)
    9 t.m
  • c)
    8 t.m
  • d)
    6 t.m
Correct answer is option 'B'. Can you explain this answer?
Verified Answer
A two span continuous beam ABC is simply supported at A and C and is c...
Using three moment theorem,




as MA = Mc = 0


or MB = 9 t . m .

Hence Option (B) is Correct

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Most Upvoted Answer
A two span continuous beam ABC is simply supported at A and C and is c...
Given data:
- Span AB = 6 m
- Span BC = 6 m
- Beam carries UDL of 2 t/m over both spans
- Beam is simply supported at A and C, and continuous over support B
- Fixed end moment at B in span BA or BC is to be determined

To find the fixed end moment at B in span BA or BC, we need to first calculate the reactions at supports A and C.

Calculation of Reactions:
- Since the beam is symmetrical, the reactions at supports A and C will be equal
- Let the reaction at support A and C be R
- The total load on the beam = UDL x length of span
- Total load on span AB = 2 t/m x 6 m = 12 t
- Total load on span BC = 2 t/m x 6 m = 12 t
- Total load on the beam = 12 t + 12 t = 24 t
- Summation of moments about support A = 0
- R x 6 m = 12 t x 3 m + 12 t x (3 m + 6 m/2)
- R = 18 t

Therefore, the reactions at supports A and C are 18 t each.

Calculation of Fixed End Moment at B:
- Since the beam is continuous over support B, the bending moment at B will be equal to the sum of the moments due to the loads on both spans
- Let the fixed end moment at B in span BA be M1 and in span BC be M2
- Bending moment due to UDL on span AB = UDL x (span/2)^2 = 2 t/m x (6 m / 2)^2 = 18 t.m
- Bending moment due to UDL on span BC = UDL x (span/2)^2 = 2 t/m x (6 m / 2)^2 = 18 t.m
- Bending moment at support B = M1 + M2
- From the continuity equation at support B, we have:
- M1 + M2 = R x (6 m/2) = 18 t x 3 m = 54 t.m
- Substituting the values of M1 and M2, we get:
- 2M1 = 54 t.m - 18 t.m = 36 t.m
- M1 = 18 t.m
- Therefore, the fixed end moment at B in span BA or BC is 9 t.m (half of M1)

Hence, option 'B' is the correct answer.
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A two span continuous beam ABC is simply supported at A and C and is continuous over support B. Span AB = 6 m, BC = 6m. The beam carries a UDL of 2 t/m over both the spans. B is constant for the entire beam. The fixed end moment at B in span BA or BC would bea)12 t.mb)9 t.mc)8 t.md)6 t.mCorrect answer is option 'B'. Can you explain this answer?
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