A two member truss PQR is supporting a load W. The axial forces in members PQ and QR are respectively
√3W tensile and 2W compressive
∑Fv=0
FQRcos60∘+W=0
FQR=−Wcos60=−2W
=2W(compressive)
∑FH=0
∴FQP+FQRcos30∘=0
FQP=−FQRcos30∘
=−(−2W)cos30∘
FQP=+2W×√32=+W√3(tensile)