A member ABCD is subjected to a force system as shown in the figure. The resistive force in the part BC is
If F = 1 kN, the magnitude of the vertical reaction force developed at the point B in kN is
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