11/29/2023 0 Comments Concealed splice plateAlternatively, proprietary 'blind' fixings may be used. However, the diameter of the expansion part of the bolts is up to twice that of the bolt diameter and so the spacing between the bolt holes has to be increased compared to normal bolts. The supported beams are simply cut and drilled (and notched if the support is a beam).įor connections to Square Hollow sections (SHS), a form of expansion bolt connection may be used that forms a connection by expanding into the space behind the face of the section. 3 ), which is efficient in terms of structural performance, is economical, aesthetically appealing and provides an alternative to the conventional solutions. It is available in convenient 12' lengths with pre-slotted fastening holes. Gravel Stop Fascia is specifically designed to simplify the installation process and further save costs. Splice Plate (C-101) and four (4) 90 Degree Perimeter Trim Brackets. It's efficient design provides for fast installation and labor savings. Its concealed splice plate design prevents migration under the fascia panels and provides proper spacing for thermal movement of the fascia material. Concealed Access Panel Width up to 4, Length up to 8. Fin plates are simple rectangular plates, typically 10 mm thick, welded to the supporting member. The UK NA defines the following partial factors: Table 1.2 Partial factors in NA to BS EN Partial Factor Value Comment M0 1.0 Used for the resistance of sections M1 1.0 Used for buckling resistance M2 1. Introduction The objective was to develop and perform a comprehensive structural study of a concealed type of bolted splice joint (see Fig. Fully Adhered or Mechanically Attached Single-Ply or Built-Up or Modified Version Presto-Lock Fascia features a 24 gauge galvanized steel waterdam and a non-penetrating design for wind up-lift protection. Refer to our full installation guide for details. INSTALLATION PROCEDURES This is a general outline. Tubular sections, whether square, circular or rectangular, provide compelling advantages when compared with open sections such as: (i) a high resistance to torsion (ii) high resistance to buckling (flexural, torsional or lateral) (iii) ability to optimize the structure simply by varying the thickness of the section maintaining the outer geomet. When used as moment connections, the end plate is thicker, typically 15 – 20 mm, and is extended above the top flange to allow for an additional row of bolts to located outside the flange. The system shall be watertight with concealed joint splice plates provide with fasteners. Normally the end plate is 10 mm to 12 mm thick for use with M 20 bolts. Flush end plate connections that are welded to the flanges and web of the beam are commonly used as nominally pinned connections, although they do possess some bending resistance. Partial depth end plates have an end plate welded only to the beam web. Its concealed splice plate design prevents migration under the fascia panels and provides proper spacing for thermal movement of the fascia material. Example of a notched beam to beam fin plate connection for equal depth cellular beams Description: EverGuard Drip Edge offers quick-to-ship convenience and economical pricing to simplify projects and maximize profits.
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