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The right triangular truss is made of members having equal cross sectional area of 1550 mm2 and Young’s modulus of 2 × 105 MPa. The horizontal deflection of the joint Q is
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- 2.47 mm
- 10.25 mm
- 14.31 mm
- 15.68 mm
Correct Option: D
∑MR
= 0 135 × 6 = Vp × 4.5
∴ Vp = 180 kN (↓)
∴ VR = 180 kN ↑ (for balancing)
At P,
FPQ = 180 kN
θ = tan-1 (6/ 4.5)
= 53.13°
∴ FPQ = 225kN Fak = 180kN
δH = | AE |
= | 1550 × 2 × 105 |
(Dividing by 125 to get force in each member for 1 kN force)
we get, δH =15.68 mm