Since the bending moment at the hinge is zero, we get : V, = _ 16 a 3Q0 Q, i = Qo + 8 + Vx = a 2 aamp; - 8 Then, the bending moment and shearing force to the left ... 4 Q0 + 16 = + 22 t m Qu = Qo + 8 = 9-5 t The bending moment diagram for the beam is shown in Fig lb. ... support using transfer matrices. lb) Bending moment dioqrom Fig 6 Three-span continuous beam Calculation sheet 2 Fa = 0-5 -0-67 Fa = Fa.

Title | : | The Indian Concrete Journal |

Author | : | |

Publisher | : | - 1964 |

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