Two steel truss members, AC and BC, each having cross sectional area of 100 mm2, are subjected to a horizontal force F as shown in figure. All the joints are hinged.
- If F = 1kN, magnitude of the vertical reaction force developed at the point B in kN is
(a) 0.63 (b) 0.32
(c) 1.26 (d) 1.46
2 . 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 100MPa is
(a) 8.17 (b) 11.15
(c) 14.14 (d) 22.30