Analysis of Truss

Find the axial force in DE of truss for the loading shown.

• 577.35N (Compressive)

• 577.35N (Tensile)

• 1732N (Compressive)

• 1732N (Tensile)

Find the axial forces in member EB & BC.

• 577.34N (Tensile) & 2020.7N (Compressive)

• 577.34N (Tensile) & 2886.75N (Compressive)

• 577.34N (Compressive) & 2886.75N (Tensile)

• 577.34N (Compressive) & 2020.7N (Tensile)

For symmetric truss with loading as shown in fig., the force in member CD is,

• 0 KN

• 
• 1 KN

• 

A hexagonal truss is formed of 11 bars of 2m each. It is hinged at one end & roller supported at the other end. The axial force in the member CD is,

• 15 N

• 20 N

• -25 N

• 30 N

For symmetric truss with loading as shown in fig., the force in member CD is,

• 0 kN

• 1 kN

Find the forces in the members CD and the reaction forces at A and D. CD = 3m.

• Force @ CD = 5kN

• Force @ CD = 5.5kN

• Force @ CD = 10kN

• Force @ CD = 6.8kN