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The weightless simply supported beam below has a VDL of P61kN/m, a point load of P62 kN and a UDL of P63 kN/m as shown. Determine the vertical reaction force at A the maximum bending moment on the beam, and the closest distance from A to where the Shear force is zero and to the point of contra flexure, all rounded 2 DP. These answers are worth 4 points each.
The magnitude of the vertical reaction in kN at A rounded to 2 DP
ANS
The maximum Bending Moment in kN.m on the beam is rounded to 2 DP is
The distance from A to where shear force is zero is
The distance from A to the point of contraflexure is
Need a word that descripes relationship of parabolic function? Thanks!
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