Recent content by danyjr

  1. D

    Maximum moments in 2-span beams

    Hi and thanks for responses. Do you mean average the end moments (at centre support) ie M1=(q*L^2)/8 from the left hand span and M2=(q*L^2)/8 from right hand span? (M1+M2)/2 = Max bending moment in the whole span Correct?
  2. D

    Maximum moments in 2-span beams

    1. How do you calculate the maximum moments in a 2-span continuous beam? 2 span beam with 2 different uniformly distributed loads (UDL) at different spans: i46.tinypic.com/2d7zpw.jpg I am a first year civil engineering student. This is apparently a statically indeterminate structure with one...
Back
Top