A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Wood Structural Panel to Cold-Formed Steel Shear Connections with Pneumatically Driven Knurled Steel Pins
AbstractIn cold-formed light-frame steel construction, wood structural panels can be connected to framing members with adhesives, staples, pins, and screws. Although screws are the most commonly specified fastener, steel pins have been used in construction for many years. Unlike that of screws, the design of connections with pins is still largely based on manufacturer-provided data. This paper examines the behavior of shear connections in which wood structural panels are attached to cold-formed steel framing using knurled steel pins. The results of a series of tests are presented for a range of thicknesses of cold-formed steel and wood structural panels. On the basis of observed behavior, expressions are proposed to compute connection peak-shear strength. The expressions are given in a form that can be easily adapted for other pin-connection configurations.
Wood Structural Panel to Cold-Formed Steel Shear Connections with Pneumatically Driven Knurled Steel Pins
AbstractIn cold-formed light-frame steel construction, wood structural panels can be connected to framing members with adhesives, staples, pins, and screws. Although screws are the most commonly specified fastener, steel pins have been used in construction for many years. Unlike that of screws, the design of connections with pins is still largely based on manufacturer-provided data. This paper examines the behavior of shear connections in which wood structural panels are attached to cold-formed steel framing using knurled steel pins. The results of a series of tests are presented for a range of thicknesses of cold-formed steel and wood structural panels. On the basis of observed behavior, expressions are proposed to compute connection peak-shear strength. The expressions are given in a form that can be easily adapted for other pin-connection configurations.
Wood Structural Panel to Cold-Formed Steel Shear Connections with Pneumatically Driven Knurled Steel Pins
Serrette, Reynaud (author) / Nolan, David
2017
Article (Journal)
English
BKL:
56.11
Baukonstruktion
Evaluation of Cold-Formed Steel Connections Attached With Pneumatically Driven Pins
| British Library Conference Proceedings | 2000
Evaluation of Cold-Formed Steel Connections Attached With Pneumatically Driven Pins
| British Library Conference Proceedings | 2000