Profiled Steel Sheeting Performance

Currently design provisions for this novel form of framed shear walling do not exist.

Profiled steel sheeting performance.

Allowable value for profiled steel sheeting concrete bridge decks. Various profile shapes that give the sheet its stiffness are available. Six full scale wall specimens were prepared and tested under axial load. The chemical bond strength of the end can be taken as 2 10 6 times the constant fatigue limit.

Steel panel profiles we offer a variety of metal roof wall panel profiles to choose from. Our premium metal roofing panels are backed by a 40 year paint 30 year chalk and fade and 20 year limited warranty. The novel form of composite walling system consists of two skins of profiled steel sheeting with an infill of concrete. The results of the experimental investigation showed that the performance of the composite walls is governed by the strength of profiled steel sheeting while the dry board performed as a wall.

So metal profile sheets can achieve thermal performance regulations thanks of insulations and profile shape. This paper presents the performance of an emerging prefabricated composite system made from profiled steel sheeting and dry board. Composite slabs using cold formed profiled steel sheeting have proved popular in multi storey steel framed buildings. Thicknesses vary depending on product and application but the values in fig 6 are generally regarded as minimum values in mm.

Profiled metal sheeting permanent formwork is mainly used for floor slabs in high rise steel frame buildings where speed of erection has proved to be a major advanta it has potential for use in other flooring applications. Profiled weather and liner sheets are made of steel to bs en 10147 or aluminium to bs en 485 and related standards. This paper presents a comprehensive test programme that considers the performance of a modern trapezoidal profiled sheeting using australasian 550 n mm 2 high strength steel compared to that exhibited by the same profile using european 350 n mm 2 steel. The fatigue performance of the profiled steel sheeting concrete composite slab is controlled by the shear stress amplitude of the composite interface at the end.

The knowledge of the behaviour of such walling under shear loading is important to use this system as shear elements in a steel framed building. The fire performance of shear connections is essential to maintain a composite action in composite beams for which studies have previously focused on solid slab structures. Minimum sheet thicknesses the depths of trapezoidal profiles are typically. A series of experiment were conducted to study the fatigue performance of closed profiled steel sheeting concrete composite slabs a type of steel concrete composite slabs composed of a new type.