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Question

The value of slope at support B (θB) for the continuous beam shown in the figure below is:

A
15EI(anti clockwise)
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B
3EI(anti clockwise)
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C
3EI(clockwise)
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D
15EI(clockwise)
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Solution

The correct option is B 3EI(anti clockwise)
Calculation of fixed end moments:

MFAB=wl212=2×6212=6 kNm

MFBA=+wl212=2×6212=+6 kNm

MBC(Final moment)=4 kNm

MBA=MFBA+2EIl[2θB+/θA]=6+4EIθB6

Equilibrium Equation:
MBA+MBC=0

6+4EIθB64=0

θB=2×64EI

=3EI(Anti-clockwise)

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