A tie bar 50mm×8mm is to carry a load of 80 kN. A specimen of the same quality steel of cross -sectional area 250 mm2 was tested in the laboratory. The maximum load carried by the specimen was 125 kN. The factor of safety in the design is
Yield strength for the steel =Maximum loadCross - sectional area
=125×1000250=500N/mm2
Working stress =80×100050×8=200N/mm2
∴ FOS=Yield StrengthWorking stress=500200=2.5