Free Printable Analysis of Truss

Worksheets

Name

Class

Date

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

$\sqrt[]{2}$ kN

1 kN

$1\div\sqrt[]{2}$ 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

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