__STRUCTURES__

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## Universal Test Frame - 300kN### Test actual beams or truss with a capacity of 300kN - Opening 3.5 x 1.65m - Max loading point distance 5.5m | ## Torsion and Bending### Torsion and bending of different materials |
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## Torsion of Rods and Tubes### Investigate rosion and torsional rigidity in rods tube and split tube | ## Tension Coefficient### Use tension coefficients to resolve three dimensional forces |
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## Column Buckling### Elastic strut buckling under load and with different end conditions | ## Deflection of Curved Bars### Measurement of horizontal and vertical components of curved bar deflection |
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## Deflection of Frames### Comparison of experimental and theoretical deflection of a rectangular portal an open square and an "S" frame | ## Suspension Bridge### Investigate the interaction between suspension cables and load the uniformly distributed and point load on the rigid deck |
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## Simple Suspension Bridge### Measure the cable tension resulting from uniformly | ## Tensile Modulus of Elasticity### Modulus of elasticity of different materials |
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## Forces in a Truss### Measure the axial forces in pin jointed truss | ## Redundant Truss### Measure the deflection and axial forces in pin-jointed truss members when a redundant member is added |
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## Strain Gauges### Demonstrate the use of electrical resistance strain gauge in measuring strain of materials under stress | ## Three Hinged Arch### Horizontal abutment thrust for the symmetrical and unsymmetrical three hinged arch |
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## Parabolic Arch - Fixed Ends### Measure the horizontal thrust and end fixing moments of the abutment | ## Two Hinged Parabolic Arch### Take direct measurements of the horizontal component of the abutment thrust of a two hinged parabolic arch |
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## Virtual Work### Study the principle of virtual work to the derivation of redundant reactions | ## Deflection of Beams and Cantilevers### Deflection and slopes of a beam under bending |
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## Area Moment Method### Verification of the deflection and slopes of a beam by the area-moment method | ## Continuous Beam### Measurement of reactions for a two span continuous beam with and without settlement of a support |
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## Equilibrium of a Beam### Measure the support reactins of a simple beam or cantilever in equilibrium under different loads | ## Three Dimensional Equilibrium### Investigate the equilibrium of five concurrent and non concurrent forces in a thee dimensional system |
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## Equilibrium of a Rigid Body### Measure the ground of wall reactions as a weight is moved up a rigid ladder | ## Equilibrium of Forces### Investigate the equilibrium of concurrent and non concurrent forces in a single plane |
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## Unsymmetrical Cantilever### Study the cantilever deflection and determine the shear centre | ## Shear Centre### Determine the plane of traverse loading without twisting for selected standard sections |
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## Influence Line Apparatus### Investigate the reactions under various conditions of load at all supports along a three span bridge | ## Shear Force and Bending Moment### Measure both the shear force and bending moment in the same beam |
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## Shear Force### Measure the shear force at a section of a beam | ## Bending Moment### Measure the bending moment at a section of a beam |
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## ASE Frame### Main Frame may be replaced by this frame for those experiments that do not need a horizontal supporting member | ## Main Frame### Twin Al Profile with a 850 x 550 window for mounting all the traditional structure experiments. |
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