Muhammad89
New Member
HI there,
in a question that asks to calculate the reaction forces on a beam as well as the shear and bending moments diagrams, i have found by calculation that the bending moment doesnt end up at zero but ends up at -0.01 where the measured forces end up to equal to zero if the upward and downward forces are added to one another.
what is the source of this error and why did it occur?
Muhammad89
in a question that asks to calculate the reaction forces on a beam as well as the shear and bending moments diagrams, i have found by calculation that the bending moment doesnt end up at zero but ends up at -0.01 where the measured forces end up to equal to zero if the upward and downward forces are added to one another.
what is the source of this error and why did it occur?
Muhammad89