Problems 107
and
1 δD,h=
880 × 106
200000 × 1800
whichgives
δD,h=2.44mm
Both deflections are positive, which indicates that the deflections are in the directions of the applied
unitloads.Notethatinthepreceding,itisunnecessarytospecifyunitsfortheunitloadsincetheunit
loadappears,ineffect,onbothsidesofthevirtualworkequation(theinternalF 1 forcesaredirectly
proportionaltotheunitload).
Reference
[1] Megson,T.H.G.,StructuralandStressAnalysis,2ndedition,Elsevier,2005.
Problems..............................................................................................
P.4.1 Use the principle of virtual work to determine the support reactions in the beam ABCD shown in
Fig.P.4.1.
Ans. RA=1.25WRD=1.75W.
Fig. P.4.1
P.4.2 FindthesupportreactionsinthebeamABCshowninFig.P.4.2usingtheprincipleofvirtualwork.
Ans. RA=(W+ 2 wL)/ 4 Rc=( 3 w+ 2 wL)/4.