Steel Roof Connection Details

Benchmark the shear capacity of roof to wall connections load direction parallel to wall assembled with hand driven common nails pneumatic nails and a combination of pneumatic nails and light gage steel roof clips using full scale roof assembly tests and individual connection tests.

Steel roof connection details. Less than 30m from the rainwa ter drain or outlet structure in the general case. Refer to the rain carrying table in this booklet for the maximum allowable panel length per. The filler metal is deposited from a special electrode. Bending and bowing aluminum and steel roofing and siding sheets are rollformed from hardened tempered metal for maximum strength.

200m in the case of pedestrian roofs with protection by slabs on adjustable supports. Seshu adluri beam to column rigid joints stiffener plates are used to shore up the column flanges against the forces transmitted by the beam flanges. All points on a roof are located. Less than 20m in the case of a roof deck made of timber and wood derivatives.

If a sheet must be bent a gentle 90 degree bend is the maximum recom mended. Roof pitch the metal roofing panels shown in this manual require a mini mum slope of 2 per foot to ensure proper drainage. Channel on a steel deck roof. Steel bar joists typically use pocketed or ledger connections to concrete masonry walls.

Upon cooling the structural steel parent metal and weld or filler metal will act as one continuous part. It includes a 2 1 4 slot which allows for up to a 2 vertical deflection and is ul fire rated. The end plate is connected to the beam web through weld because its capacity and size is governed by shear capacity of the beam web adjoining the weld. The steeler slotted stud is innovative and economical as it can be used in combination with track to form both non load bearing and wind load bearing walls.

The load applied on the connection at the end of the member does not have eccentricities. Steel framed roofs using steel bar joints are very common in commercial structures because they are capable of spanning long distances. Metal should not be re bent once it has been formed nor should it be folded back on itself. A number of welding processes are used depending on the application field welds shopwelds 10 bma engineering inc.

The stiffeners may be full length or may extend only part of the column web depth. The trim and roofing sheet should be fastened every 12 to 24 inches along the gable edge. Less than 20m in the case of pe. Proprietary systems that use concrete masonry units as a filler between the steel joists are also available.