The axial forces in the members AB & BC of the cantilever truss as shown in figure are:
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