Connections between steel and other materials by R.G. Ogden

By R.G. Ogden

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Plate is located on epoxy bed. an 2. Holes are drilled and anchors are installed. 3. Bqam is positioned on shims. 4. Bolts are installed. Setting Out Connection plate may be used as template. Seating may be pre-levelled using shims. Skill Level Special skills needed for site weld option. Handling Consider weight of connection plate. Seating minimises crane hook time. Safety Provides positive seating during erection. In-situ Adiustment Horizontal Slots or site welding Vertical Shims Along Main Member Slots in beam Load Transfer Compression L - M Tension Nominal Shear M Moment M - H moment limited by anchor shear and adjacent concrete - H limited by capacity of anchors connecting bracket to vertical face of concrete beam.

Adjustment along the main member the beam web. is by slots in Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement Load paths The seating angle transfers vertical force during construction. If friction bolts are used through the slotted holes, the subsequent vertical force is transferred by the side angle cleat (Figure 10). If not, the seating angle should be assumed to resist all the load.

The connection plate is relatively heavy. It must be located accurately in the formwork and prevented from moving under the pressure of the wet concrete. Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement This detail can be easier to construct than alternative details based upon openings in the wall, as it does not require subsequent infilling. A variation of this connection is to weld fixing cleats, or fixing and support cleats, to the embedded plate as opposed to using bolted details.

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