A 6 m simply supported beam carries an ultimate live load of 50kN at midspan. Determine the plastic moment of the beam.
External deformation = Internal deformation.
EWD= IWD
EWD= Ultimate load "\\times" "\\delta"
while "\\delta = \\frac{l}{2} \\theta"
EWD = "w_u \\times \\frac{l}{2} \\theta"
from the diagram
IWD = "M_P\\theta + M_P2\\theta + M_P0 = 4M_P\\theta"
IF IWD = EWD
then "4M_P\\theta= w_u \\times \\frac{l}{2} \\theta"
"M_P= \\frac{wuL}{8} = \\frac{50 \\times 6}{8} = 37.5 KNm"
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