A continuous beam ABC consists of spans AB = 3 m and BC = 4 m, the ends A and C being fixed. AB and BC carry uniformly distributed loads of intensity 4 kN/m and 5 kN/m respectively. The slope at joint B, if the beam is of uniform section throughout is given by _______

1
\(\frac{{1.57}}{{{\rm{EI}}}}\;\left( {{\rm{clockwise}}} \right)\)
2
\(\frac{{1.57}}{{{\rm{EI}}}}\;\left( {{\rm{anti}\rm{clockwise}}} \right)\)
3
\(\frac{{3.15}}{{{\rm{EI}}}}\;\left( {{\rm{clockwise}}} \right)\)
4
\(\frac{{3.15}}{{{\rm{EI}}}}\;\left( {{\rm{anti}\rm{clockwise}}} \right)\)

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