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Question 1:Two identical trusses support a load of 100 N as shown in the figure. The length of each truss is 1.0 m, cross-sectional area is 200 mm^{2}; Young's modulus E = 200 GPa. The force in the truss AB (in N) is

[2015]

Question 2:A two member truss PQR is supporting a load W. The axial forces in members PQ and QR are respectively

[2016]

Question 3:For the truss shown in the figure, the magnitude of the force (in kN) in the member SR is

[2015]

Question 4:For the truss shown in figure, the magnitude of the force in member PR and the support reaction at R are respectively

[2015]

Question 5:For the truss shown in the figure, the forces F_{1} and F_{2} are 9 kN and 3 kN, respectively. The force (in kN) in the member QS is (All dimensions are in m)

[2014]

Question 6:Two steel truss members, AC md BC, each having cross sectional are of 100 mm^{2}, 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

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

[2012]

Question 7:Two steel truss members, AC md BC, each having cross sectional are of 100 mm^{2}, are subjected to a horizontal force F as shown in figure. All the joints are hinged.

If F = 1 kN, the magnitude of the vertical reaction force developed at the point B in kN is

If F = 1 kN, the magnitude of the vertical reaction force developed at the point B in kN is

[2012]

Question 8:Consider a truss PQR loaded at P with aforce Fas shown in the figure.

The tension in the number QR is

The tension in the number QR is

[2008]

Question 9:The figure shows a pin-jointed plane truss Ioaded at the point M by hanging a mass of 100 kg. The member LN of the truss is subjected to a load of

[2004]

Question 10:A truss consists of horizontal members (AC, CD, DB and EF) and vertical members (CE and DF) having length l each. The-members AE, DE and BF are inclined at 45° to the horizontal For the uniformly distributed load p per unit length on the members EF of the truss shown in figure given below, the force in the member CD is

[2003]

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