Two steel truss members, AC and BC, each having cross sectional area of 100mm2, are subjected to a horizontal force F as shown in figure. All the joints are hinged.
The maximum force F in kN that can be applied at C such that the axial stress in any of the truss members DOES NOT exceed 100 MPa is
Method I :
Maximum force = 0.8965 F
∴Max stress=0.8965F100≤100MPa
∴100≥0.8965×F100
∴F≤11.154kN
Method II:
As,FAC=0.895kN
then
F×FACA=100
F×0.895100=100
F=11173.18N=11.173kN