Statics

Lines of influence on the Gerber beamCode: SE 110.12

Using methods of section and conditions of equilibrium of statics to determine support forces. SE 112 Mounting frame required....

Parabolic archCode: SE 110.16

Differences between statically determinate and statically indeterminate arches under load. SE 112 Mounting frame required.

Three-hinged archCode: SE 110.17

Symmetric and asymmetric arch subjected to point, distributed or moving loads. SE 112 Mounting frame required.

Beam on two supportsCode: WP 960

Application of the method of sections to determine internal reactions of the beam.

Beam on two supportsCode: WP 961

Application of the method of sections to determine the shear force.

Beam on two supportsCode: WP 962

Application of the method of sections to determine the bending moment.

Cable under dead-weightCode: SE 110.50

Catenary of a free-hanging cable under dead-weight. SE 112 Mounting frame required.

Forces in various single plane trussesCode: SE 110.21

Using strain gauge technology to measure bar forces. SE 112 Mounting frame required.

Forces in an over determinate trussCode: SE 110.22

Comparison of forces in statically determinate and statically indeterminate trusses.SE 112 Mounting frame required.

Forces in a Howe trussCode: SE 130

Investigation of bar forces under different load cases.

Truss beam: Warren girderCode: SE 130.01

Using strain gauge technology to measure bar stresses in a truss beam.

Multi-channel measurement amplifierCode: FL 152

Processing of analogue strain gauge measuring signals for FL 120 - FL 140 and for GUNT trusses