Problems 213Fig. P.6.4Explainhowthememberforcescanbeobtained.P.6.5 TheframeshowninFig.P.6.5hastheplanesxzandyzasplanesofsymmetry.Thenodalcoordinatesof
one-quarteroftheframearegiveninTableP.6.5(i).
Inthisstructure,thedeformationofeachmemberisduetoasingleeffect,thisbeingaxial,bending,ortorsional.
ThemodeofdeformationofeachmemberisgiveninTableP.6.5(ii),togetherwiththerelevantrigidity.
Fig. P.6.5Table P.6.5(i)
Node x y z
2000
3 L 00
7 L 0.8L 0
9 L 0 LTable P.6.5(ii)
Effect
Member Axial Bending Torsional
23 – EI –
37 – – GJ=0.8EI
29 EA= 6√
2 EIL 2 ––