The various portal frame types described below give an idea of the different types of portal construction available. Each of the typical features has been demonstrated. This information is not intended to apply limits on structural forms, but rather to provide you with a realistic understanding of their applications.
Propped portal frame
A propped portal frame is appropriate when the span of the portal frame is larger than usual, and you do not need to provide a clear span. This reduces the rafter size as well as the horizontal shear present at the foundation level.
Mono-pitch portal frames
A mono-pitch portal frame is typically used for short spans or in close proximity to other buildings. It is a simple variation of the pitched roof portal frame that is commonly used for smaller structures (up to 15 m span).
Crane portal frame featuring column brackets
When a travelling crane of up to 20 tonnes is required, brackets can be attached to the frame’s columns to support the crane rails. The use of a tie member or rigid column base reduces eaves deflection. The spreading of the frame at the crane’s level is critical to the crane’s overall functions. Prior to construction, requirements should be agreed upon with the client, as well as approval from the crane manufacturer.
Tied portal frames
The horizontal movement of the eaves in a tied portal frame, as well as the bending motions in the columns, are greatly reduced. Tie portal frames are an excellent way to limit the spread of a crane-supported structure. Because of the high axial forces introduced to the frame when a tie is used, the use of second-order software to analyse its overall form should be required.
Curved rafter portal frame
Curved rafters, which are commonly used for architectural reasons, can be used to build portal frames. However, due to transportation constraints, rafters longer than 20m usually require splices. Curved members are typically modelled for analysis using a series of straight elements, and SCI P281 provides information on the stability of curved rafters within portal frames of this type. Curved rafters can also be made from a series of straight rafters as an alternative. However, it is necessary to provide purlin cleats of varying heights in order to achieve a curved profile for the rafters.
Portal frame featuring a mezzanine floor
Often office accommodation sits within a steel portal frame structure that utilises the use of a mezzanine floor. SCI P292 provides guidance on how to assess frame stability while demonstrating the effect of the mezzanine floor.
Cellular beam portal frame
Curved rafters, which are commonly used for architectural reasons, can be used to build portal frames. However, due to transportation limitations, rafters longer than 20m usually require splices. Curved members are typically modelled for analysis using a series of straight elements, and SCI P281 provides information on the stability of curved rafters within portal frames of this type.
Curved rafters can also be made from a series of straight rafters as an alternative. However, it is necessary to provide purlin cleats of varying heights in order to achieve a curved profile for the rafters.
Mansard portal frame
Mansard portal frames are typically used for large and clear height mid-spans where the eaves height of a building is minimised.
Pitched roof symmetric portal frames.
These frames are typically built with UB sections and a large eave’s haunch section cut from a fabricated plate or rolled section. The most effective and common spans range from 25 to 35 metres.